technical assistance consultant’s reportiv) help in developing a user-friendly web-page where...

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.

Project Number: 41598 July 2010

India: Capacity Development of the National Capital Region Planning Board (Financed by the TA Special Fund)

Prepared by:

Wilbur Smith Associates, India

For National Capital Region Planning Board

NCR Planning Board

Asian Development Bank

Capacity Development of the National Capital Region Planning Board (NCRPB) – Component B (TA No. 7055-IND)

FINAL REPORT

Volume V-D1: DPR for Multi-level Parking Facility at Ghaziabad

Main Report

July 2010

i

Abbreviations

ADB Asian Development Bank

BIS Bureau of Indian Standard

BOQ Bill of Quantities

CBR California Bearing Ratio

CMSA Cumulative number of Million Standard Axles

DFR Draft Final Report

DL Deal Load

DPR Detailed Project Report

ECS Equivalent Car Space

GDA Ghaziabad Development Authority

INR Indian Rupees

IRC Indian Road Congress

IS Indian Standard

KMPH Kilometer per Hour

LCV Light Commercial Vehicle

LL Live Load

MAV Multi-axle Vehicle

MORT&H Ministry of Road Transport and Highways

NCR National Capital Region

NCRPB National Capital Region Planning Board

NH National Highway

RCC Reinforced Cement Concrete

ROW Right of Way

SP Standard Procedure

TA Technical Assistance

UP Uttar Pradesh

UPSRTC Uttar Pradesh State Road Transport Corporation

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Contents

1. INTRODUCTION ....................................................................................................................................... 1

A. BACKGROUND ............................................................................................................................................ 1 B. OVERVIEW OF THIS ADB TA ..................................................................................................................... 2 C. ABOUT THE FINAL REPORT ........................................................................................................................ 3 D. STRUCTURE OF VOLUME V REPORT ........................................................................................................... 4

1. Structure of this Volume V-D Report .................................................................................................... 4

2. PARKING DEMAND ANALYSIS ............................................................................................................. 5

A. OVERVIEW ................................................................................................................................................. 5 B. EXISTING PARKING SCENARIO ................................................................................................................... 5 C. PARKING DEMAND ANALYSIS .................................................................................................................... 8

1. On Street Survey .................................................................................................................................... 9 2. Willingness to Pay Survey ................................................................................................................... 11 3. Survey Schedule .................................................................................................................................. 11

D. PARKING ANALYSIS AND FINDINGS .......................................................................................................... 12 1. Roadway Inventory (Carriage way and ROW) and Issues at the proposed site for parking. .............. 12 2. Parking Supply .................................................................................................................................... 12 3. Survey Findings ................................................................................................................................... 16

E. PARKING DEMAND FORECAST .................................................................................................................. 16 1. Parking Demand Forecast .................................................................................................................. 16 2. Space Requirement .............................................................................................................................. 17

F. RECOMMENDATIONS ................................................................................................................................ 18 G. DESCRIPTION OF THE PROPOSED PARKING SITE (OLD BUS STAND) ........................................................... 18

1. Access roads to site ............................................................................................................................. 18 H. PROPOSED MULTISTORY PARKING FACILITY & TRAFFIC CONSIDERATIONS ............................................ 21

3. PLANNING & DESIGN OF MULTI-LEVEL PARKING FACILITY ................................................ 22

A. GENERAL ................................................................................................................................................. 22 B. SURVEYS & INVESTIGATIONS ................................................................................................................... 22

1. Topographical Survey ......................................................................................................................... 22 C. PLANNING CONSIDERATIONS ................................................................................................................... 23 D. STRUCTURAL SYSTEM .............................................................................................................................. 27 E. ANALYSIS OF THE MULTILEVEL PARKING ................................................................................................ 30

4. COST ESTIMATES .................................................................................................................................. 32

A. RATE ANALYSIS ....................................................................................................................................... 32 B. BILL OF QUANTITIES & COST ESTIMATES ................................................................................................ 32

List of Tables

Table 2-1: Codes adopted for various types ........................................................................................... 9 Table 2-2: ECS Values adopted for Various Vehicle Types ................................................................ 10 Table 2-3: Classification of Duration of Parking ................................................................................. 10 Table 2-4: Schedule of Surveys ........................................................................................................... 11 Table 2-5: Parking Demand for 16 hours –On Street (ECS) Cars and Two wheelers ......................... 13 Table 2-6: Parking Demand for Peak Hour –On Street (ECS) Cars and Two wheelers ...................... 13 Table 2-7: Peak hour Parking Demand, Parking Supply and Gap – On Street (ECS) Cars and Two

wheelers ........................................................................................................................................ 13 Table 2-8: Details of Trip Purpose ....................................................................................................... 16 Table 2-9: Details of Trip Frequency ................................................................................................... 16 Table 2-10: Parking demand is projected to 2030 ................................................................................ 17 Table 3-1: Particulars of Proposed Multi-level Parking Facility .......................................................... 24

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List of Figures

Figure 2-1: On-street and Off-street Parking in the Study Area ............................................................ 7 Figure 2-2: Average Hourly variation of parking Accumulation in zone 1 ......................................... 14 Figure 2-3: Average Hourly variation of parking Accumulation in zone 2 ......................................... 14 Figure 2-4: Average Hourly variation of parking Accumulation in zone 3 ......................................... 15 Figure 2-5: Average Hourly variation of parking Accumulation in zone 4 ......................................... 15 Figure 2-6: Average Hourly variation of parking Accumulation at Ambedkar Veedhi ....................... 15 Figure 2-7: Road network around the proposed Parking Lot ............................................................... 18 Figure 2-8: Existing Entry and Exist Details at Old Bus Stand ........................................................... 20 Figure 3-1: Ground Floor Plan of the Proposed Multilevel Parking .................................................... 25 Figure 3-2: Typical Floor Plan of the Proposed Multilevel Parking Facility ....................................... 26

List of Appendices

Appendix 1: Architectural Drawings

Appendix 2: STAAD Model

Appendix 3: STAAD Input File

Appendix 4: Design of Footing

Appendix 5: Design of Columns

Appendix 6: Design of Beams

Appendix 7: Design of Slab

Appendix 8: Structural Drawings

Appendix 9: BOQs and Detailed Quantity Estimates

Compendium Volumes

Besides this Volume V-D1, the DPR Multi-Level Parking in Ghaziabad has following Volumes

appended separately.

Volume V-D2: Financial & Economic Analysis

Volume V-D3: Initial Environmental Examination

Volume V-D4: Short Resettlement Plan

WSA_NCRPB_FR MLPGZB (15 Jul 10)

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1. INTRODUCTION

A. Background

1. The National Capital Region Planning Board, constituted in 1985 under the provisions of

NCRPB Act, 1985, is a statutory body functioning under the Ministry of Urban

Development, Government of India. NCRPB has a mandate to systematically develop the

National Capital Region (NCR) of India. It is one of the functions of the Board to arrange

and oversee the financing of selected development projects in the NCR through Central

and State Plan funds and other sources of revenue.

2. On Government of India’s request, Asian Development Bank (ADB) has formulated the

technical assistance (TA) to enhance the capacities of National Capital Region Planning

Board and its associated implementing agencies. The TA has been designed in three

components: Component A relates to improving the business processes in NCRPB;

Component B relates to improving the capacity of the implementing agencies in project

identification, feasibility studies and preparing detailed engineering design; and

Component C relates to urban planning and other activities.

3. ADB has appointed M/s Wilbur Smith Associates to perform consultancy services

envisaged under Component B. In the context of this contract, the first deliverable –

Inception Report, was submitted in October 2008. The second deliverable –Interim Report

comprising Master Plan for sewerage in Hapur, Master Plan for Water Supply for Panipat,

Master Plan for Drainage for Hapur, Master Plan for Solid Waste management for

Ghaziabad, Traffic and Transport analysis for Ghaziabad, Socio-Economic base line

survey result in 3 sample project towns and proceedings of workshop 1 was submitted in

January 2009. The four Master Plans as stated above are also made available on NCRPB

web site for use of the implementing agencies.

4. The third deliverable Draft Final Report (DFR) comprising Detailed Project Report (DPR)

for water supply in Panipat, DPR for sewerage in Hapur, DPR for drainage in Hapur, DPR

for drainage in Sonipat, DPR for solid waste management in Ghaziabad, DPR for four

selected transport components (Flyover, Road widening, Multi-level Parking and Bus

Terminal) in Ghaziabad, and a Report on Capacity Building Activities were submitted.

5. Now, this is the Final Report (FR) and is the fourth and final deliverable. The

comments/feedback on Draft Final Report received from ADB, NCRPB and respective

implementing agencies were duly incorporated and final DPRs for components of Water

Supply, Sewerage, Drainage, Solid Waste Management, and Transport are submitted as

part of this Final Report. This is the Detailed Project Report for Transport Component of

Multi-level Parking in Ghaziabad.


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B. Overview of this ADB TA

6. Objectives. The objective of this TA is to strengthen the capacity at NCRPB, state-level

NCR cells, and other implementing agencies in the area of planning for urban

infrastructure and to impart necessary skills to conceive, design, develop, appraise and

implement good quality infrastructure projects for planned development of NCR. The

increased institutional capacity of the NCRPB and the implementing agencies will lead to

effective and time scaling-up of urban infrastructure to (i) improve quality of basic urban

services in the NCR; (ii) develop counter magnet towns; (iii) reduce in migration into

Delhi and orderly development of NCR; and (iv) accelerate economic growth in the NCR.

7. The TA – Capacity Development of the NCRPB, Component B focuses on strengthening

the capacities of NCRPB and implementing agencies relating to project feasibility studies

and preparation, and detailed engineering design in the implementing agencies.

Specifically this component B of the TA will support the project preparation efforts of the

implementing agencies by preparing demonstration feasibility studies that include all due

diligence documentation required for processing of the project in accordance with best

practices, including ADB’s policies and guidelines.

8. Scope of Work. According to the terms of reference of the TA assignment, the following

activities are envisaged in component B of the TA:

(i) Conduct technical, institutional, economic and financial feasibility analysis of

identified subprojects in the six sample implementing agencies;

(ii) Conduct safeguards due diligence on the subprojects, including environmental

assessment report and resettlement plan for all subprojects covered in the sample

implementing agencies;

(iii) Prepare environmental assessment framework and resettlement framework; and

(iv) Develop a capacity building and policy reform program for the implementing

agencies, including governance strengthening, institutional development and

financial management.

9. Besides, this component of the TA will also:

(i) help in assessing the current practices and procedures of project identification and

preparation of detailed project reports including technical, financial, economic and

social safeguard due diligence;

(ii) support preparation of standard procedure manuals for project identification and

preparation of detailed project reports including technical, financial, economic and

social safeguard due diligence;

(iii) train the implementing agencies in the preparation of detailed project reports by

using the sample subprojects, reports on deficiency of current practices and standard

protocol manuals; and

(iv) help in developing a user-friendly web-page where different manuals and guidelines

for preparation of DPRs will be made available for the implementing agencies.


3

C. About the Final Report

10. At Interim Report stage of the TA, the Master Plans for Water Supply in Panipat,

Sewerage system in Hapur, Drainage for Hapur and Municipal Solid Waste Management

for Ghaziabad were prepared. The Master Plans provided 100 percent coverage of

population and the area likely to be in planning horizon year 2031/2041. All works

required up to planning horizon year were conceptualized, broadly designed and block

cost was estimated. The Master Plans also provided phasing of investment such that under

phase 1 works required to cover present spread of city were proposed.

11. At draft final report stage of the TA the Detailed Project Reports (DPRs) were prepared

for Phase 1 works as suggested in the Master Plans. For preparation of DPRs, engineering

surveys and investigations were conducted and various possible and feasible alternatives

evaluated. Finally for the selected options the DPRs prepared with detailed designs, item

wise detailed cost estimate, work specifications, implementation process and proposed

implementation arrangements. Further, according to ADB procedures these DPRs in

addition to technical analysis included institutional, financial and economic feasibility

analysis and environmental and social safeguards due diligence – environmental

assessment and resettlement plans.

12. The DPR's submitted as part of Draft Final Report was reviewed by the implementing

agencies, NCRPB and the ADB. Now this Final Report comprising DPR's modified in

light of comments of IA's is being submitted. The draft DPR for water supply in Panipat

was reviewed by PHED Haryana. Detailed discussions were held with Superintending

Engineer (Urban), Executive Engineer (Urban), Superintending Engineer (Karnal) and

Executive Engineer Panipat. The comments made by PHED have been suitably

incorporated in this Final Report.

13. These DPRs are proposed to be made available to the ULBs and other implementing

agencies of the state governments as model DPRs so that they may replicate the

methodology/approach in the future DPRs prepared by them for obtaining finances from

the NCRPB.

14. Organization of this Final Report. The Final Report of the TA Component B is organized

in following Seven Volumes:

Volume I: Detailed Project Report for Water Supply System in Panipat

Volume II: Detailed Project Report for Rehabilitation and Augmentation of

Sewerage System in Hapur

Volume III: Detailed Project Report for Rehabilitation of Major Drains in Hapur

Volume IV: Detailed Project Report for Improvement of Solid Waste Management

System in Ghaziabad

Volume V: Detailed Project Reports for Four Transport Components in Ghaziabad

Volume VI: Capacity Building Activities


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Volume VII: Detailed Project Reports Rehabilitation of Drainage in Sonipat

D. Structure of Volume V Report

15. The DPRs for all four transport components are compiled in Volume V. This is Volume V

is presented four volumes:

(i) Volume V-A: DPR for Mohan Nagar Flyover

(ii) Volume V-B: DPR for Road Widening

(iii) Volume V-C: DPR for Bus Terminal

(iv) Volume V-D: DPR for Multi-level Parking

1. Structure of this Volume V-D Report

16. This DPR for Multi-level Parking Facility in Ghaziabad is compiled in following four sub-

volumes (Volumes V-D1 to V-D4) including this Main Report:

Volume V-D1: Main Report:

• Section 1 Introduction

• Section 2 presents parking demand analysis

• Section 3 presents planning and design of the proposed parking facility

• Section 4 presents cost estimates

Volume V-D2: Financial & Economic Analysis

Volume V-D3: Initial Environmental Examination

Volume V-D4: Short Resettlement Plan


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2. PARKING DEMAND ANALYSIS

A. Overview

17. The unprecedented growth of personalized vehicles and the unplanned road infrastructure

have made the provision for parking an important aspect of transportation planning. As

part of Traffic Study conducted as part of this ADB TA, a parking study was also

conducted at important locations in Ghaziabad. The area surrounding the old Bus Stand at

Navyug Market is major centre and is CBD of Ghaziabad. This centre is busy with various

activities; a number of commercial establishments, markets, government offices

(Ghaziabad Nagar Nigam and Ghaziabad Development Authority) and the bus stand are

situated here. Since most of these places are frequented by public and busy with floating

population, the demand for parking is very high.

17. On-street parking is observed on all the roads surrounding Old Bus Stand and Navyug

Market. Many cars and two wheelers are seen parked on either side of the roads. Both

angular as well as parallel type of parking was noticed on almost all the stretches of the

roads. This has reduced the capacity of the carriageway and endangering pedestrians and

motorists alike. The frontage of almost all the roads in this area has been converted into

commercial land use without taking into account the demand for parking of the vehicles.

There is no planned parking space available.

18. Following sections assess the parking situation in the CBD area, its demand and the supply

analysis.

B. Existing Parking Scenario

19. At present, the vicinity of the old bus stand has developed in to a business and commercial

hub along with government offices and restaurants. Thus, the demand for the parking has

increased leading to parking irregularities. On-street parking is observed on all the roads

surrounding Old Bus Stand and Navyug Market which is adjacent to Ghaziabad

Development Authority. Many cars and two wheelers are seen parked on either side of the

roads. Both angular as well as parallel type of parking can be noticed on almost all the

stretches of the roads. Consequently, almost one lane of the carriageway is taken up, in

turn creating traffic chaos.

20. Following Photographs show the on-street parking scenario in CBD Area near GDA office

and Figure 2-1 show the location of existing parking places.


6

Photographs: On-Street Parking near GDA Office


7

Figure 2-1: On-street and Off-street Parking in the Study Area


8

C. Parking Demand Analysis

21. The following steps are involved in the parking study for Ghaziabad CBD area:

• Site reconnaissance

• Conduct of Parking and Traffic Surveys

• Estimation of current parking supply and demand

• Future demand forecast

• Development of conceptual parking facility layout

22. The following sections illustrate the approach and methodology, which have been

followed to undertake the study. Before the betterment of parking problems, it is

necessary to analyze the existing parking characteristics at various locations. Parking

surveys are intended to provide all the information needed for assessment of the parking

demand and supply for the study area. All the survey formats are included in Annexure I.

23. Site Reconnaissance Survey. In order to understand the study, a site reconnaissance survey

is essential. This survey was done for the study area, to capture the road characteristics

like available ROW and carriageway width. Land use in the site vicinity was also

ascertained. Major establishments and traffic generators were identified. Traffic

circulation and accessibility to the site were also assessed. Based on the above surveys,

major issues in the area were identified.

24. Parking Surveys. The following surveys were conducted for understanding the parking

characteristics, estimation of demand and supply for parking and for projecting the future

parking demand.

• On-street parking surveys to study the parking characteristics and demand along

the roadside.

• Opinion surveys (willingness to pay surveys) elicited opinion of the users about

the facilities available for parking and their willingness to pay the fee for using the

facility. The opinion survey also revealed the extent of suppressed parking

demand.

• Inventory surveys were conducted to collect the potential of the existing facility in

terms of available space, road characteristics, type of parking, land use of the

location, etc.

25. Existing parking demand has been estimated through aggregation of on-street and off-

street parking surveys. After the reconnaissance survey, the study area layout map was

prepared on which the road stretches and off street parking lots within 500m (walk

distance) from the proposed locations were identified for parking surveys. The roads for

survey were identified based on the intensity of parking on the selected stretches, and also

their connectivity to the proposed site.


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1. On Street Survey

26. On street parking surveys are intended to collect the extent of usage of parking facilities

along the roadside. The survey has been conducted by counting the vehicles parked on the

road at regular intervals for a particular duration of the day.

27. The locations for the on-street survey have been identified through reconnaissance survey.

The survey was conducted to ascertain the characteristics and magnitude of parking and

accumulation on the adjoining streets of the proposed parking. The proposed site and

about 500 m around proposed parking were surveyed for on-street parking survey.

Registration numbers of the parked vehicles were noted down at half an hour interval in

major Parking areas. The survey was conducted from 8AM to 10 PM for three weekdays.

The data collected include the time, type and registration number of the vehicle. Parking

pattern of unregistered vehicles (like cycles, cycle rickshaws, etc.) was also estimated by

counting such type of vehicles parked along the selected locations.

28. The data were entered in the format with the codes for each vehicle type. The codes

adopted for various vehicle types are given in Table 2-1.

Table 2-1: Codes adopted for various types

S. No. Vehicle Category Code

1 Big Car bc

2 Small Car sc

3 Two Wheelers tw

4 Van v

5 Jeep j

6 Bus b

7 Trucks t

8 MAV mAV

9 LCV lCV

10 Auto Rickshaw aR

29. The data has been analyzed and the results are presented in terms of accumulation graphs

and duration diagrams. Different Equivalent Car Spaces (ECS) values were adopted for

different vehicle types and are given in Table 2-2. The ECS values were arrived based on

the size of various vehicles and compared with that of passenger cars. The duration of

vehicles parked was classified into three categories and is given in Table 2-3.


10

Table 2-2: ECS Values adopted for Various Vehicle Types

S. No. Vehicle Category ECS

1 Car 1.0

2 Two Wheelers 0.25*

3 Bus 2.5

4 Trucks 2.5

5 LCV 1.75

6 Auto 0.5

7 Cycles 0.1

8 Cycle Rickshaw 0.8

9 Carts 3.2

Source: Parking Requirements in CMA, 2003, Wilbur Smith Pvt Ltd

*Source: Module 4-Guidelines for Parking Measures-Policy and Options, MOUD and PADECO

Co. Ltd

Table 2-3: Classification of Duration of Parking

30. Some important terms associated with parking are explained below:

(i) Parking Accumulation- Total number of vehicles parked in an area at a particular

time period.

(ii) Parking Duration- Length of time a vehicle spent in a parking space

(iii) Parking Occupancy- Number of spaces occupied as a percent of total available

spaces.

(iv) Parking Turnover-It is usually calculated as the number of time a parking space is

been used during the day. Since there are no parking space demarcated in the study

areas, and observed parking does not follow any parking norms, the parking

turnover for the study is calculated per zone per ECS.

31. Outcome of the surveys include estimates of on-street parking volume, duration and

accumulation along each designated roadway stretch.

SL. No. Duration of Parking Designation of Parking

1 < 1 Hr Very Short Duration

2 1-2 Hours Short Duration

3 2-5 Hours Medium Duration

4 5-10 Hours Long Duration

5 > 10 Hours Long Term Parking


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2. Willingness to Pay Survey

32. Opinion surveys were conducted to elicit the opinion of the parkers about the facilities

available for parking and about their willingness to pay the fee for using the proposed

facility. The survey was done on a random sample basis during peak and off- peak periods.

Users of the parking lot were interviewed and responses elicited include problems in

existing parking facility, origin, destination, distance traveled, frequency of the visit,

purpose of the visit, parking duration, occupancy, opinion about the existing parking rate

with respect to existing facility, opinion about the parking fee system and willingness to

pay. This survey was conducted on both weekdays and weekends.

33. A total of 522 samples were collected which comprised of 260 samples from Car users and

262 samples from non car users. Outcome of the survey includes identification of

influence area of the market, frequency of the visit, purpose of the visit, problems with

existing parking facility, occupancy rate opinion about the existing parking rate and about

the future parking charge system with improved parking facility.

3. Survey Schedule

34. Parking surveys are conducted in the third and fourth weeks of August 2009. Detailed

schedule of all surveys is presented in the following Table 2-4.

Table 2-4: Schedule of Surveys

Type Schedule

Date Day

Junction Volume Count 17-08-09 Monday

Junction Volume Count 18-08-09 Tuesday

Junction Volume Count 19-10-08 Wednesday

Type Schedule

Date Day

Parking Accumulation Survey 20-08-09 Thursday

Parking Accumulation Survey 21-08-09 Friday

Parking Accumulation Survey 24-08-09 Monday

Parking Accumulation Survey 25-08-09 Tuesday

Parking Accumulation Survey 26-08-09 Wednesday

Parking Accumulation Survey 27-08-09 Thursday

Parking Accumulation Survey 28-08-09 Friday

Type Schedule

Date Day

Opinion Survey 20-08-09 Thursday

Opinion Survey 21-08-09 Friday

Opinion Survey 24-08-09 Monday


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D. Parking Analysis and Findings

1. Roadway Inventory (Carriage way and ROW) and Issues at the proposed site for

parking.

35. The roadway details near the site are as follows:

• Dr Ambedkar Marg, the section leading the main entry to the site, is a four-lane

divided roadway (2 lanes in each direction) with ~21 meter width.

• The right of entry to the site has no issues because the road width is sufficient

enough to accommodate the entry –exit ramps.

• The roads covering the site have the width of about 7 meters on service lane of the

Hapur Road on the northern side of the old bus stand and about 10 m on the cross

road on the southern side of the old Bus Stand Road respectively.

• All the roads at the vicinity of the site are two way roads.

36. Major issues near the site are as follows:

• An existing off street paid parking lot near Ghaziabad Development Authority next

to the old bus stand cannot cater to the parking demand in the area.

• Public tend to park on street (parallel parking) on the service lane adjacent to old

bus stand near the GDA causing inconvenience to the traffic which takes almost

one lane from the existing 7m width of the road.

• Unauthorized parking and vehicle waiting in front of Ghaziabad Development

Authority and Nagar Nigam cause a lot of confusion and create bottleneck for the

turning vehicles.

• Unauthorized Parking near Ghaziabad Development Authority and Nagar Nigam

uses up the capacity of the roadway, thus affecting the flow of traffic. Parking

needs to be prohibited in this area.

• Parking of auto rickshaws and cycle rickshaws is haphazard in front of the bus

stand, where the entry and exit are at the same point. This causes queuing and

traffic bottlenecks in this area.

2. Parking Supply

37. Two types of on street parking - parallel, and angular are prevailing in the study area. On

street parking includes vehicles parked on the street. There may be authorized parking

stretches, as well as stretches where parking is prohibited, but still parking is observed.

Majority of the on-street and off-street are unauthorized free parking. On street supply is

estimated based on the number of authorized parking slots on a given stretch by

maintaining the present configuration and availability of adequate right of way. Parking


13

supply is calculated as per the equivalent car space norms and available width of the right

of way. For parallel and perpendicular parking, supply is calculated by dividing the length

of the stretch by 7.5 m and 4 m respectively.

38. Total parking supply is calculated for the whole area based on the method mentioned

above. Parking Inventory of all the roads surveyed in the study area is given in Annexure

II.

39. On-street and off-street parking as shown in Figure 2-1 was used as zoning system for the

parking analysis. The parking supply and demand estimations are shown in Table 2-5,

Table 2-6, and Table 2-7. The hourly parking accumulations are shown in Figure 2-2 to

Figure 2-6.

Table 2-5: Parking Demand for 16 hours –On Street (ECS) Cars and Two wheelers

Zones Day 1 ECS Day 2 ECS Day 3 ECS Total

Zone 1 3960 3130 2460 9550

Zone 2 1260 1250 1220 3730

Zone 3 840 842 830 2512

Zone 4 680 675 670 2025

Ambedkar Road 630 810 740 2180

Total 7370 6707 5920

Table 2-6: Parking Demand for Peak Hour –On Street (ECS) Cars and Two wheelers

Zones Day 1 Peak hour

ECS

Day 2 Peak hour

ECS

Day 3 Peak hour

ECS

Total Peak

hour ECS

Zone 1 373 300 190 863

Zone 2 90 95 90 275

Zone 3 55 50 53 158

Zone 4 40 47 45 132

Ambedkar Road 50 65 70 185

Total 608 557 448

Table 2-7: Peak hour Parking Demand, Parking Supply and Gap – On Street (ECS) Cars and

Two wheelers

Zones Parking Demand (1) Parking Supply (2) Gap (1) - (2)

Zone 1 373 234 139

Zone 2 95 44 51

Zone 3 55 49 6

Zone 4 47 49 -2

Ambedkar Road 70 116 -46

Total 640 491 149


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Figure 2-2: Average Hourly variation of parking Accumulation in zone 1



15



Figure 2-6: Average Hourly variation of parking Accumulation at Ambedkar Veedhi


16

3. Survey Findings

40. Trip Purpose. Analysis on purpose of trip revealed that work trips are more with 87% (Car

users) and 83 %( Non-car users) followed by shopping trips about 6 % (Car users) and 9%

(Non-car users). The details of journey purpose are presented in Table 2-8.

Table 2-8: Details of Trip Purpose

Trip Purpose Car Users (%) Non-Car Users

Work 87% 83%

Shopping 2% 6%

Leisure 6% 9%

Others 5% 2%

Total 100% 100%

41. Trip Frequency. Analysis of trip frequency shows that daily trips are more (40% Car users

& 22% Non-car users) followed by weekly trips (22% Car users & 35% Non-car users)

and occasional trips (23% Car users & 30% Non-car users). Based on the samples

collected (about 300 samples) the trip frequency distribution of the survey is presented in

Table 2-9.

Table 2-9: Details of Trip Frequency

Trip Purpose Car Users (%) Non-Car Users

Daily 89% 86%

Weekly 0% 12%

Occasionally 11% 0%

Others 0% 2%

Total 100% 100%

42. Willingness to Pay. The survey also included the willingness to pay survey of the likely

users. The survey indicates that users are willing to pay a charge in the range of Rs. 10 –

25 for a closed and secured parking.

E. Parking Demand Forecast

1. Parking Demand Forecast

43. The present Parking demand is projected to 2030. The growth rate considered for

projecting the future parking demand is 6% which is taken in with respect to the average

vehicular growth in the region. The details are shown in Table 2-10.


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Table 2-10: Parking demand is projected to 2030

Notes:

(i) Econometric modeling is used to derive the Growth Factor. To obtain the Growth

Factor we consider the data related to Population, Per Capita Income (PCI), Net

State Domestic Product (NSDP) and Gross Domestic Product (GDP).

(ii) The influence area of the study includes the state of Uttar Pradesh and Delhi.

(iii) An econometric model measures past relationships among various variables and

then tries to forecast how changes in some variables will affect the future course of

others.

(iv) Formula Recommended by IRC (108 – 1996) is:

(v) logeP = Ao + A1 logeGDP + A2 logeNSDP +A3 logePopulation + A4 loge PCI

Where,

P = Traffic Volume

A0 = Regression Constant

A1, A2, A3, A4 are the Elasticity Coefficients

(vi) The time series data of traffic at the study area and the corresponding data on GDP,

NSDP, Population and PCI are tabulated.

(vii) Multiple Regression Analysis is done to arrive at the following equation

logeP = Ao + A1 logeGDP + A2 logeNSDP +A3 logePopulation + A4 loge PCI

The values of A1, A2, A3, A4 are found

(viii) Growth rate of traffic = (A1 * Expected Growth rate of GDP) + (A2 * Expected

Growth rate of NSDP)

(A3 * Expected Growth rate of Population) + (A4 * Expected Growth rate of PCI)

The growth of the traffic is projected with the obtained growth factors. The growth

rates obtained are

• 6.5 For the period from 2009 to 2020



(ix) The reason behind the variation of growth factor periodically is because of the

predicted periodic changes in factors considered in the regression equation.

2. Space Requirement

44. As per the parking demand forecasted for the year 2030 at 5% nominal increase taken with

parallel to the traffic growth in the region, the current parking demand stands at 640 – 650

PCU’s. Based on the present demand, the future parking demand is projected to be around

900 PCU’s.

Base year Parking Demand Projected Parking Demand (No. of vehicles)

Base year 2010 650

2010 – 2020 723

2020 – 2025 805

2025 – 2030 896


18

Cross Road

Dr Ambedkar

Road

Service Lane

NH-24 / Hapur Road

Existing Old

Bus Stand

G2

G1

G3

45. Considering the scenario to be 80% parking for cars and 20% for two wheelers,

approximate space required for car parking would be about 9000 square meters and 540

Square meters for two wheeler parking. Besides additional spaces to be provided for drive

ways, columns, off sets, stairs, Lifts etc.

F. Recommendations

46. The parking analysis clearly established the need for constructing a multi-level parking lot

in the vicinity of GDA in the CBD area. The best option available is to make use of the

site that is currently functioning as the old bus stand. Since the Master Plan for Ghaziabad

has already identified a new site for the future bus stand, it has been recommended to shift

the existing old bus stand to the new location on Loni Road as identified in the Master

Plan. In the event of this, the old bus stand can be used for building the multi- storey

parking lot. Total area of the site is 10,040 sq m.

G. Description of the proposed parking site (Old Bus Stand)

1. Access roads to site

47. The main access to the site under consideration (Old Bus Stand) is from Dr. Ambedkar

Road. There are other cross roads running perpendicular to Dr. Ambedkar Road which

also connect the Old Bus Stand. One of the cross roads is the service lane below the

flyover on the NH-24 /Hapur Road. Dr. Ambedkar road is a four lane divided roadway

and the cross road is a two lane undivided roadway as shown in Figure 2-7. The

photographs presented below also show the existing scenario in the study area.

Figure 2-7: Road network around the proposed Parking Lot


19

Photographs

Photo 1: Entry/ Exit Gate of Bus Stand Photo 2: View of Bus Stand

Photo 3: Ambedkar Circle near Gate 1 Photo 4: Service Lane near Gate 3


20

48. Entry and Exist Details. At present, the Old Bus Stand has three main entry gates - G1, G2

and G3 as shown in Figure 2-8. The impact of traffic is expected to be more from Dr

Ambedkar Road since Gate 1 and Gate 2 are positioned on Dr Ambedkar Road. The major

problem that will affect G1 and G3 is that the intersections are close to the gates which

may affect the traffic on that particular stretch of road. Gate 3 does not have a problem at

present, since it only serves for the entry and exit for the two wheeler parking inside the

bus stand.

Figure 2-8: Existing Entry and Exist Details at Old Bus Stand


21

H. Proposed Multistory Parking Facility & Traffic Considerations

49. The proposed multistory parking facility at the old bus stand accommodates for business

and commercial center in the ground floor and parking facility for two wheelers; cars and

two wheelers on the first floor, and the second and third floors exclusively for car parking

only. Depending on the demand, the terrace (fourth level) can also be used for open car

parking.

50. Once the parking facility is developed and parking facility is given to accommodate a

number of vehicles in the small place, the impact of this parking facility on the adjacent

roads needs to be studied. There will change in the existing flow patterns and will affect

the existing traffic density and the roadway capacities.

51. To ascertain the impact, turning movement counts (8 hours) were carried out at three

intersections of the roads like Ambedkar Road/ GT Road, Dr. Shyam Prasad Mukharjee

Road, Maliwara Road/ Dasana Marg - through which the traffic will enter or leave the

existing bus terminal. These junctions include:

(i) Bus Stand Junction ( Ambedkar Road / Hapur Road (NH 24) )

(ii) Maliwara Junction (Ambedkar Road / Dasna Marg )

(iii) Chowdary Junction (Ambedkar Road / G T Road ( NH- 91)

52. From the turning volume counts, the actual PCUs on the stretch of roadways leading to the

bus terminal from these junctions are calculated. It is important to note that because of the

shifting of the existing bus terminal, no bus traffic will come on these roads in the future,

and also, there will be a significant amount of reduction in the other categories of vehicles

on the road network in the vicinity. Factoring these in to projecting the future traffic on

the roads leading to the proposed parking facility, it can be stated that the new parking lot

will not significantly impact the roadway network capacity in the vicinity of GDA.


22

3. PLANNING & DESIGN OF MULTI-LEVEL PARKING FACILITY

A. General

53. Need and objective of the project has been explained in the Chapter on parking demand of

the region. The location selected is the old bus stand next to Ghaziabad Development

Authority. A reconnaissance survey was carried out to gather basic information about the

site, type of area like commercial or residential, climate etc. from different sources.

Primary and secondary data available were also collected for further studies.

B. Surveys & Investigations

54. The following site surveys were carried out for the finalization of the structure:

• Location Survey

• Topographic Survey

• Traffic surveys

55. Due to busy activities in the existing Bus terminal the Consultant was not able to carry out

geotechnical investigations at the site. Hence the geotechnical details taken for the

proposed Bus Terminal building is considered for the design of Multilevel Car Parking.

The lowest value of SBC at a depth of 3m given in the area of Bus Terminal is 225 KN/m2

and this value is considered for design. It is also recommended to take adequate number of

confirmatory bore holes during execution. This item is included in the cost estimates.

1. Topographical Survey

56. The basic objective of the topographical survey was to collect the essential ground features

of the area using Total Station so as to develop a Digital Terrain Model (DTM), to take

care of design requirements. The data collected will result in the final design and is also

used for the computation of earthwork and other quantities required.

57. As first step of the field study, satellite imagery maps of the location were collected and

examined thoroughly to have first hand information about the area and to decide on the

possible improvement options. It also helped out in finalizing the extent of topographical

survey.

58. Spot levels were taken along the proposed area at regular intervals to understand the

ground variation. The utility services present along the existing area were also plotted.

Topographic survey was carried out using Total Station of 5-sec accuracy for detailed

mapping and with higher accuracy total station during the traversing (min 3 sec). The


23

existing features surveyed were directly imported into Computer Aided Software and the

details of the same has been plotted and presented for ready reference.

59. In order to prepare the plan of the Multi Level parking building the following technical

factors were taken into consideration:

• Land use requirement for various activities

• Planning norms and regulations

• Topographical and geotechnical factors such as ground features and slope, type of

soil, ground water level etc.

• Standards for provision of parking requirement

• Traffic growth trend and future demand

• Seismic zone and wind direction

• Safety and security

C. Planning Considerations

60. The site earmarked for the proposed construction of the multi level parking facility is

located in a busy area with major very congested roads (NH 24 and Dr. Ambedkar road on

two sides and a cross road less hectic on the third side. The site has rectangular shape with

an area of 10,040 sq.m. The built-up area comes to 8,569 sq.m leaving the mandatory

minimum setback distances specified in the National building code of India. Norms have

been followed and safety measures taken in the parking spaces as well as ramps. The

building is a four storied framed structure with commercial space in the ground floor and

parking facilities in the three floors and roof above. The demand is to park 650 numbers of

vehicles in the base year itself which will increase to 900 numbers within the next 20

years. 80% of parking area is provided for cars and 20% for two wheelers. Ramps on slope

1 in 10 are provided for the entry and exit of vehicles to and from different levels. The

structure has two lifts and a staircase for the use of customers utilizing the facility, located

at the centre of the building. The building shall be covered with walls only in the ground

floor. Other floors are provided with 1m high parapets in the outer periphery. Fire fighting

system is not proposed as the building is kept open.

61. General Approach. The entry of vehicles to the parking building is proposed through the

cross road and exit to NH 24. Unidirectional flow of vehicles is maintained inside the

structure. The circulation pattern shall be guided by proper signage system. The movement

of vehicles inside the building is channelized through driveways laid down between the

parking bays.

62. Separate parking bays are allocated for two and four wheelers. Considering the

predominant business surrounding of the area, ground floor is set aside for commercial

purpose. Brick walls are proposed along the exterior of the ground floor with partition

inside. Typical floor plans are presented in Figure 3-1and Figure 3-2. Detailed floor

plans, sections and elevations are presented in Appendix 1.


24

Table 3-1: Particulars of Proposed Multi-level Parking Facility

S.

No.

Parameter Unit Value

1 Site area Sq. m 10,040

2 Area (Ground Floor) Sq. m 8,323

3 Area (1st, 2

nd and 3

rd Floors) Sq. m 25,833

3 Commercial/Retail (Ground Floor) Sq. m 5,000

4 Parking (Ground Floor) – 2-wheelers No. s 117

5 Parking (1st floor ) – 2-wheelers No. s 213

6 Parking (1st, 2nd and 3rd Floors) – Cars No.s 777


25

Figure 3-1: Ground Floor Plan of the Proposed Multilevel Parking

L

K

J

I

H & H'

G

F

E & E'

D

C

B

A

20

(E.J

)20(E

.J)

Entrance

Exit

X X

Road

Road

Flyover - NH 24

Am

bed

kar R

oa d

GROUND FLOOR PLAN

1 1' 2 3 4 5 6 7 8 9 10 11

Column to be terminated

from First Floor


from First Floor


26

Figure 3-2: Typical Floor Plan of the Proposed Multilevel Parking Facility

L

K

J

I

H & H'

G

F

E & E'

D

C

B

A

20(E

.J)

20(E

.J)

X X

Am

be d

ka r R

oa d

1 1' 2 3 4 5 6 7 8 9 10 11

6.0

M W

IDE

DR

IVE

WA

Y

6.0

M W

IDE

DR

IVE

WA

Y

6.0

M W

IDE

DR

IVE

WA

Y

5.8

0 M

WID

E D

RIV

EW

AY

6.0

M W

IDE

DR

IVE

WA

Y

6.0

M W

IDE

DR

IVE

WA

Y

6.0

M W

IDE

DR

IVE

WA

Y

TW

O W

HE

EL

ER

PA

RK

ING

5.5 M WIDE DRIVEWAY

7.5

0 M

WID

E D

RIV

EW

AY

TW

O W

HE

EL

ER

PA

RK

ING

20(E

.J)

20(E

.J)


from First Floor


from First Floor

Typical Floor Plan


27

D. Structural System

63. The proposed building is 80.46m long and 106.5m wide with a plinth area of 8569 sq.m

for each floor. The floor height shall be 3.6m. A combination of column beam

arrangement is proposed for the building. Large column spacing of 10.8m is adopted along

the breadth and 8.4m is given lengthwise to facilitate easy vehicle movement. Considering

the larger size of slab panels, grid beam arrangement is proposed for floors and roof.

Ordinary beam slab arrangement is adopted for ramps. Mild condition of exposure is

considered in design. Isolated, combined and raft foundations are the different types of

foundations adopted. The minimum depth of foundation shall generally be 2.5 m below

ground.

64. Salient features of the building are:

− Length 80.46m

− Breadth 106.50m

− Column spacing (along the length): varies from 8.4m to 4.96m.

− Column spacing (along the breadth):10.8m

− Column spacing for ramp (along the length): 5.345m

− Column spacing for ramp (along the breadth): varies from 8.36m to 5.46m.

− Plinth area: 8569 sq.m

65. Design criterion.

− Exposure Condition - Mild (as per IS 456 – Table Clause 8.2.2.1 & 5.3.2)

− Grade of Concrete – M30 (as per IS 456 – Table 5 Clause 6.1.2, 8.2.4.1 & 9.1.2)

− Reinforcing Steel - Fe 415 conforming to IS 1786.

− Safe Bearing Capacity of the soil considered – 225 KN/m2

− Depth of foundation – 2.5m below ground

66. Design codes and standards.

67. The structural design is carried out as per the latest versions of Indian Standard codes

published by Bureau of Indian Standards. Various design codes and standards referred are:

− IS 456 for Plain and Reinforced Concrete.

− IS 875 Part 1,2,3 & 5 for dead load, live load, wind load and combinations

− SP 34 for detailing of reinforcement

68. Ghaziabad being in seismic zone IV, the earthquake resistant design became mandatory.

The codes followed are:


28

− IS 1893 Part I for earthquake resistant design and

− IS 13920 for ductile detailing of reinforced concrete subjected to seismic forces.

69. Loads considered.

(i) Self Weight of members

(ii) Wall Load

(iii) Slab Live Load (3kN/m2 as per IS 875 Part II)

(iv) Stair/Lift/Ramp Load

(v) Load due to Wind

70. For wind load the four Cases considered are:

− Wind force acting in X direction

− Wind acting in -X direction

− Wind force acting in Z direction

− Wind acting in -Z direction

71. Wind Load Analysis. General load combinations considered in the design are: (as per IS

456 – Table 18 Clause 18.2.3.1, 36.4 & B-4.3)

− 1.5 * (DL+WX)

− 1.5 * (DL-WX)

− 1.5 * (DL+WZ)

− 1.5 * (DL-WZ)

− 1.2 * (DL+LL+WX)

− 1.2 * (DL+LL-WX)

− 1.2 * (DL+LL+WZ)

− 1.2 * (DL+LL-WZ)

− 0.9 * DL+ 1.5 * WX

− 0.9 * DL - 1.5 * WX

− 0.9 * DL+ 1.5 * WZ

− 0.9 * DL - 1.5 * WZ

72. Load due to Earthquake. The two cases considered are: (i) force acting in X direction, and

(ii) force acting in Z direction: Load combinations considered are:

− 1.5 * (DL+LL)

− 1.5 * (DL+EQX)

− 1.5 * (DL-EQX)

− 1.5 * (DL+EQZ)

− 1.5 * (DL-EQZ)


29

− 1.2 * (DL+LL+EQX)

− 1.2 * (DL+LL-EQX)

− 1.2 * (DL+LL+EQZ)

− 1.2 * (DL+LL-EQZ)

− 0.9 * DL+ 1.5 * EQX

− 0.9 * DL - 1.5 * EQX

− 0.9 * DL+ 1.5 * EQZ

− 0.9 * DL - 1.5 * EQZ

73. Following densities and load values are considered for design:

(i) Density of Reinforced concrete: 24 kN/m3

(ii) Density of brick masonry : 18.85 kN/m3

(iii) Density of earth : 18 kN/m3

(iv) Superimposed Live Load : 4 kN/m2

(iv) Floor Finishes : 1 kN/m2

74. Data for wind load design.

(i) Basic wind speed – Ghaziabad 47 m/sec (Appendix A Clause 5.2)

(ii) Wind Intensity – 1.73 kN/m2

75. Criteria for Earthquake Resistant Design of Structures. (IS 1893-2002) Clause 6.3.1.2

Partial safety factors for limit state design of reinforced concrete and prestressed concrete

structures.

76. In the limit state design of reinforced concrete structures, the following load combinations

are to be accounted for:

(i) 1.5(DL+IL)

(ii) 1.2(DL+IL±EL)

(iii) 1.5(DL±EL)

(iv) 0.9DL±1.5EL

77. Factors Considered for Earth Quake Analysis.

− Ghaziabad is Located in Zone IV

− Zone Factor : 0.24

− Importance Factor : 1.5

− Response Reduction Factor : 3.0

− Rock & Soil Site Factor : 1.0


30

− Damping Ratio : 0.5

− Suitable increase in SBC is considered as per IS 1893-2002

Ref: [Table1 Percentage of Permissible Increase in Allowable Bearing Pressure or

Resistance of Soils (clause6.3.5.2)]

For Medium soil - Percentage of Permissible Increase is 25% for isolated RCC

footing without tie beams, or unreinforced strip foundations.

78. Clear cover to reinforcement. The following clear cover to the outer reinforcement shall

be adopted:

− For Foundation : 50 mm.

− For Beams : 30 mm.

− For Slabs : 20mm.

− For columns : 40 mm.

79. The framed system is analyzed as a 3D structure using STAAD Pro 2007. The member

forces and moments from the STAAD output are taken for the design. The beams are

designed as singly reinforced as well as doubly reinforced depending upon the

requirement. The columns are designed as square or rectangular in shape. The slabs

supported by beams and columns are designed using the method specified in Annexure D

of IS 456:2000 and the grid slab is designed as normal practice. The various structural

elements are designed for the worst combination of loads.

E. Analysis of the Multilevel Parking

80. Multilevel Parking has a plinth area 8569 sq.m with length of 80.46 and width of 106.5m.

Ramp will have a width of 10.69m with varying length. STAAD Pro 2007 is used for the

modeling of the structure. For the accuracy of results the whole structure has been split

into number of units & modeled separately such as ramp portion, lift & staircase & also

for different panels within the structure.

81. To take care of temperature stresses in slab an expansion joint of 20 mm is provided along

the width of the structure. Two expansion joints are provided forming a total of three

sections of 35.587m, 32.045m & 37.693m.

82. Based on the axial load following types of footings are designed:

• Raft foundation of 14.5m x 8.5 for lift & staircase portion

• Isolated footings of 6 different sizes.

• Combined Footings of 10 different sizes.

83. Details are given in the structural drawings. All footings shall have a minimum depth of


31

2.5m from ground level based on the bearing capacity of the soil.

84. Columns were designed for biaxial bending considering axial Load & moments in X & Y

directions. There are about 10 different types of columns within the structure considering

span & load.

85. Slab of structure is designed for traffic load of 3kN/m2 (as per IS 875 Part II) with

additional 25% is taken as impact load. Therefore overall super imposed load is taken as

4kN/m2 considering overall safety of the structure. The slab is designed as grid slab to

give more stability & to enhance serviceability. Whereas the slab in the ramp portion is

designed as ordinary slab & beam arrangement to facilitate the slope of the ramp.

86. Seismic Analysis. Static Equivalent Method is used for the seismic analysis utilizing the

rules of IS: 1893(part 1) – 2002.

87. Methodology. In seismic load generation using a static equivalent approach, encompassed

in code IS 1893, the weights in the structure are specified. There are three methods for

specifying the weights: self weight, joint weight and member weight. Weights, which

could be treated as being lumped at a node, could be assigned using Joint Weight the same

has been used during this analysis.

88. The joint loads at all the nodes are obtained from the initial analysis by assuming pinned

supports at all the beam column joints. These loads are applied as weight for the seismic

analysis.

89. Analysis of this system for all the loads/load combinations is carried out. Please refer

following appendices for detailed structural analysis and drawings.

Appendix 2: STAAD Model

Appendix 3: STAAD Input File

Appendix 4: Design of Footing

Appendix 5: Design of Columns

Appendix 6: Design of Beams

Appendix 7: Design of Slab

Appendix 8: Structural Drawings


32

4. COST ESTIMATES

A. Rate Analysis

90. The unit rates shall be arrived by considering the basic rates, lead distances, man power,

machinery, and materials. The unit rate for every individual item is arrived based on Uttar

Pradesh Lok Nirman Vibhag (UP Public Works Department), Schedule of Rates for

Ghaziabad District 2008 and Central Public Works Department Delhi, Schedule of rates

2007. For items of work with no rates specified in the schedule of rates, market rates are

obtained and used.

B. Bill of Quantities & Cost Estimates

91. Total item wise quantities are calculated as per the detailed drawings. Separate heads for

all different items of work is included in the BOQ. The major work items considered are:

• Earth work excavation

• Concrete

o PCC leveling Course

o Reinforced Cement concrete M30

Foundation

For walls, columns, beams, slab etc

• Steel

o Reinforcement

Foundation

For Walls, columns, beams, slab etc

• Electrical cost

• Miscellaneous Items

o caution/warning Signs, expansion joints, and etc.,

o Painting, white washing, finishes and etc.

92. The total based cost of this Multi-level Parking Project works out to be INR 366.8 million.

Bill of quantities and detailed quantities and estimates are presented in Appendix 9.

Appendix 1

STAAD MODEL

Multi Level Car Parking Lift & Stair Portion

MODEL

9

Multi Level Car Parking Central Portion with Column Spacing of 10.8 x 8.4

10.80m

8.40m

10

Raft Slab

11

Multi Level Car Parking Ramp Portion

12

STAAD INPUT FILE

STAAD INPUT FILE

STAAD SPACE

START JOB INFORMATION

ENGINEER DATE 09-Dec-09

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

1 0 0.8 0; 2 10.8 0.8 0; 3 21.6 0.8 0; 4 32.4 0.8 0; 5 0 3.3 0; 6 10.8 3.3 0;

7 21.6 3.3 0; 8 32.4 3.3 0; 9 0 0.8 8.4; 10 10.8 0.8 8.4; 11 21.6 0.8 8.4;

12 32.4 0.8 8.4; 13 0 3.3 8.4; 14 10.8 3.3 8.4; 15 21.6 3.3 8.4;

16 32.4 3.3 8.4; 17 0 0.8 16.8; 18 10.8 0.8 16.8; 19 21.6 0.8 16.8;

20 32.4 0.8 16.8; 21 0 3.3 16.8; 22 10.8 3.3 16.8; 23 21.6 3.3 16.8;

24 32.4 3.3 16.8; 25 0 0.8 25.2; 26 10.8 0.8 25.2; 27 21.6 0.8 25.2;

28 32.4 0.8 25.2; 29 0 3.3 25.2; 30 10.8 3.3 25.2; 31 21.6 3.3 25.2;

32 32.4 3.3 25.2; 33 0 6.9 0; 34 10.8 6.9 0; 35 21.6 6.9 0; 36 32.4 6.9 0;

37 0 6.9 8.4; 38 10.8 6.9 8.4; 39 21.6 6.9 8.4; 40 32.4 6.9 8.4; 41 0 6.9 16.8;

42 10.8 6.9 16.8; 43 21.6 6.9 16.8; 44 32.4 6.9 16.8; 45 0 6.9 25.2;

46 10.8 6.9 25.2; 47 21.6 6.9 25.2; 48 32.4 6.9 25.2; 49 1.35 6.9 0;

50 2.7 6.9 0; 51 4.05 6.9 0; 52 5.4 6.9 0; 53 6.75 6.9 0; 54 8.1 6.9 0;

55 9.45 6.9 0; 56 0 6.9 1.4; 57 0 6.9 2.8; 58 0 6.9 4.2; 59 0 6.9 5.6;

60 0 6.9 7; 61 12.15 6.9 0; 62 13.5 6.9 0; 63 14.85 6.9 0; 64 16.2 6.9 0;

65 17.55 6.9 0; 66 18.9 6.9 0; 67 20.25 6.9 0; 68 22.95 6.9 0; 69 24.3 6.9 0;

70 25.65 6.9 0; 71 27 6.9 0; 72 28.35 6.9 0; 73 29.7 6.9 0; 74 31.05 6.9 0;

75 0 6.9 9.8; 76 0 6.9 11.2; 77 0 6.9 12.6; 78 0 6.9 14; 79 0 6.9 15.4;

80 0 6.9 18.2; 81 0 6.9 19.6; 82 0 6.9 21; 83 0 6.9 22.4; 84 0 6.9 23.8;

85 1.35 6.9 8.4; 86 2.7 6.9 8.4; 87 4.05 6.9 8.4; 88 5.4 6.9 8.4;

89 6.75 6.9 8.4; 90 8.1 6.9 8.4; 91 9.45 6.9 8.4; 92 12.15 6.9 8.4;

93 13.5 6.9 8.4; 94 14.85 6.9 8.4; 95 16.2 6.9 8.4; 96 17.55 6.9 8.4;

97 18.9 6.9 8.4; 98 20.25 6.9 8.4; 99 22.95 6.9 8.4; 100 24.3 6.9 8.4;

101 25.65 6.9 8.4; 102 27 6.9 8.4; 103 28.35 6.9 8.4; 104 29.7 6.9 8.4;

105 31.05 6.9 8.4; 106 1.35 6.9 16.8; 107 2.7 6.9 16.8; 108 4.05 6.9 16.8;

109 5.4 6.9 16.8; 110 6.75 6.9 16.8; 111 8.1 6.9 16.8; 112 9.45 6.9 16.8;

113 12.15 6.9 16.8; 114 13.5 6.9 16.8; 115 14.85 6.9 16.8; 116 16.2 6.9 16.8;

117 17.55 6.9 16.8; 118 18.9 6.9 16.8; 119 20.25 6.9 16.8; 120 22.95 6.9 16.8;

121 24.3 6.9 16.8; 122 25.65 6.9 16.8; 123 27 6.9 16.8; 124 28.35 6.9 16.8;

125 29.7 6.9 16.8; 126 31.05 6.9 16.8; 127 1.35 6.9 25.2; 128 2.7 6.9 25.2;

129 4.05 6.9 25.2; 130 5.4 6.9 25.2; 131 6.75 6.9 25.2; 132 8.1 6.9 25.2;

133 9.45 6.9 25.2; 134 12.15 6.9 25.2; 135 13.5 6.9 25.2; 136 14.85 6.9 25.2;

137 16.2 6.9 25.2; 138 17.55 6.9 25.2; 139 18.9 6.9 25.2; 140 20.25 6.9 25.2;

141 22.95 6.9 25.2; 142 24.3 6.9 25.2; 143 25.65 6.9 25.2; 144 27 6.9 25.2;

145 28.35 6.9 25.2; 146 29.7 6.9 25.2; 147 31.05 6.9 25.2; 148 10.8 6.9 1.4;

149 10.8 6.9 2.8; 150 10.8 6.9 4.2; 151 10.8 6.9 5.6; 152 10.8 6.9 7;

153 21.6 6.9 1.4; 154 21.6 6.9 2.8; 155 21.6 6.9 4.2; 156 21.6 6.9 5.6;

157 21.6 6.9 7; 158 32.4 6.9 1.4; 159 32.4 6.9 2.8; 160 32.4 6.9 4.2;

161 32.4 6.9 5.6; 162 32.4 6.9 7; 163 10.8 6.9 9.8; 164 10.8 6.9 11.2;

165 10.8 6.9 12.6; 166 10.8 6.9 14; 167 10.8 6.9 15.4; 168 21.6 6.9 9.8;

169 21.6 6.9 11.2; 170 21.6 6.9 12.6; 171 21.6 6.9 14; 172 21.6 6.9 15.4;

173 32.4 6.9 9.8; 174 32.4 6.9 11.2; 175 32.4 6.9 12.6; 176 32.4 6.9 14;

177 32.4 6.9 15.4; 178 10.8 6.9 18.2; 179 10.8 6.9 19.6; 180 10.8 6.9 21;

181 10.8 6.9 22.4; 182 10.8 6.9 23.8; 183 21.6 6.9 18.2; 184 21.6 6.9 19.6;

185 21.6 6.9 21; 186 21.6 6.9 22.4; 187 21.6 6.9 23.8; 188 32.4 6.9 18.2;

189 32.4 6.9 19.6; 190 32.4 6.9 21; 191 32.4 6.9 22.4; 192 32.4 6.9 23.8;

193 1.35 6.9 1.4; 194 1.35 6.9 2.8; 195 1.35 6.9 4.2; 196 1.35 6.9 5.6;

197 1.35 6.9 7; 198 2.7 6.9 1.4; 199 2.7 6.9 2.8; 200 2.7 6.9 4.2;

201 2.7 6.9 5.6; 202 2.7 6.9 7; 203 4.05 6.9 1.4; 204 4.05 6.9 2.8;

205 4.05 6.9 4.2; 206 4.05 6.9 5.6; 207 4.05 6.9 7; 208 5.4 6.9 1.4;

209 5.4 6.9 2.8; 210 5.4 6.9 4.2; 211 5.4 6.9 5.6; 212 5.4 6.9 7;

213 6.75 6.9 1.4; 214 6.75 6.9 2.8; 215 6.75 6.9 4.2; 216 6.75 6.9 5.6;

217 6.75 6.9 7; 218 8.1 6.9 1.4; 219 8.1 6.9 2.8; 220 8.1 6.9 4.2;

221 8.1 6.9 5.6; 222 8.1 6.9 7; 223 9.45 6.9 1.4; 224 9.45 6.9 2.8;

225 9.45 6.9 4.2; 226 9.45 6.9 5.6; 227 9.45 6.9 7; 228 12.15 6.9 1.4;

13

229 12.15 6.9 2.8; 230 12.15 6.9 4.2; 231 12.15 6.9 5.6; 232 12.15 6.9 7;

233 13.5 6.9 1.4; 234 13.5 6.9 2.8; 235 13.5 6.9 4.2; 236 13.5 6.9 5.6;

237 13.5 6.9 7; 238 14.85 6.9 1.4; 239 14.85 6.9 2.8; 240 14.85 6.9 4.2;

241 14.85 6.9 5.6; 242 14.85 6.9 7; 243 16.2 6.9 1.4; 244 16.2 6.9 2.8;

245 16.2 6.9 4.2; 246 16.2 6.9 5.6; 247 16.2 6.9 7; 248 17.55 6.9 1.4;

249 17.55 6.9 2.8; 250 17.55 6.9 4.2; 251 17.55 6.9 5.6; 252 17.55 6.9 7;

253 18.9 6.9 1.4; 254 18.9 6.9 2.8; 255 18.9 6.9 4.2; 256 18.9 6.9 5.6;

257 18.9 6.9 7; 258 20.25 6.9 1.4; 259 20.25 6.9 2.8; 260 20.25 6.9 4.2;

261 20.25 6.9 5.6; 262 20.25 6.9 7; 263 22.95 6.9 1.4; 264 22.95 6.9 2.8;

265 22.95 6.9 4.2; 266 22.95 6.9 5.6; 267 22.95 6.9 7; 268 24.3 6.9 1.4;

269 24.3 6.9 2.8; 270 24.3 6.9 4.2; 271 24.3 6.9 5.6; 272 24.3 6.9 7;

273 25.65 6.9 1.4; 274 25.65 6.9 2.8; 275 25.65 6.9 4.2; 276 25.65 6.9 5.6;

277 25.65 6.9 7; 278 27 6.9 1.4; 279 27 6.9 2.8; 280 27 6.9 4.2;

281 27 6.9 5.6; 282 27 6.9 7; 283 28.35 6.9 1.4; 284 28.35 6.9 2.8;

285 28.35 6.9 4.2; 286 28.35 6.9 5.6; 287 28.35 6.9 7; 288 29.7 6.9 1.4;

289 29.7 6.9 2.8; 290 29.7 6.9 4.2; 291 29.7 6.9 5.6; 292 29.7 6.9 7;

293 31.05 6.9 1.4; 294 31.05 6.9 2.8; 295 31.05 6.9 4.2; 296 31.05 6.9 5.6;

297 31.05 6.9 7; 298 1.35 6.9 9.8; 299 1.35 6.9 11.2; 300 1.35 6.9 12.6;

301 1.35 6.9 14; 302 1.35 6.9 15.4; 303 2.7 6.9 9.8; 304 2.7 6.9 11.2;

305 2.7 6.9 12.6; 306 2.7 6.9 14; 307 2.7 6.9 15.4; 308 4.05 6.9 9.8;

309 4.05 6.9 11.2; 310 4.05 6.9 12.6; 311 4.05 6.9 14; 312 4.05 6.9 15.4;

313 5.4 6.9 9.8; 314 5.4 6.9 11.2; 315 5.4 6.9 12.6; 316 5.4 6.9 14;

317 5.4 6.9 15.4; 318 6.75 6.9 9.8; 319 6.75 6.9 11.2; 320 6.75 6.9 12.6;

321 6.75 6.9 14; 322 6.75 6.9 15.4; 323 8.1 6.9 9.8; 324 8.1 6.9 11.2;

325 8.1 6.9 12.6; 326 8.1 6.9 14; 327 8.1 6.9 15.4; 328 9.45 6.9 9.8;

329 9.45 6.9 11.2; 330 9.45 6.9 12.6; 331 9.45 6.9 14; 332 9.45 6.9 15.4;

333 12.15 6.9 9.8; 334 12.15 6.9 11.2; 335 12.15 6.9 12.6; 336 12.15 6.9 14;

337 12.15 6.9 15.4; 338 13.5 6.9 9.8; 339 13.5 6.9 11.2; 340 13.5 6.9 12.6;

341 13.5 6.9 14; 342 13.5 6.9 15.4; 343 14.85 6.9 9.8; 344 14.85 6.9 11.2;

345 14.85 6.9 12.6; 346 14.85 6.9 14; 347 14.85 6.9 15.4; 348 16.2 6.9 9.8;

349 16.2 6.9 11.2; 350 16.2 6.9 12.6; 351 16.2 6.9 14; 352 16.2 6.9 15.4;

353 17.55 6.9 9.8; 354 17.55 6.9 11.2; 355 17.55 6.9 12.6; 356 17.55 6.9 14;

357 17.55 6.9 15.4; 358 18.9 6.9 9.8; 359 18.9 6.9 11.2; 360 18.9 6.9 12.6;

361 18.9 6.9 14; 362 18.9 6.9 15.4; 363 20.25 6.9 9.8; 364 20.25 6.9 11.2;

365 20.25 6.9 12.6; 366 20.25 6.9 14; 367 20.25 6.9 15.4; 368 22.95 6.9 9.8;

369 22.95 6.9 11.2; 370 22.95 6.9 12.6; 371 22.95 6.9 14; 372 22.95 6.9 15.4;

373 24.3 6.9 9.8; 374 24.3 6.9 11.2; 375 24.3 6.9 12.6; 376 24.3 6.9 14;

377 24.3 6.9 15.4; 378 25.65 6.9 9.8; 379 25.65 6.9 11.2; 380 25.65 6.9 12.6;

381 25.65 6.9 14; 382 25.65 6.9 15.4; 383 27 6.9 9.8; 384 27 6.9 11.2;

385 27 6.9 12.6; 386 27 6.9 14; 387 27 6.9 15.4; 388 28.35 6.9 9.8;

389 28.35 6.9 11.2; 390 28.35 6.9 12.6; 391 28.35 6.9 14; 392 28.35 6.9 15.4;

393 29.7 6.9 9.8; 394 29.7 6.9 11.2; 395 29.7 6.9 12.6; 396 29.7 6.9 14;

397 29.7 6.9 15.4; 398 31.05 6.9 9.8; 399 31.05 6.9 11.2; 400 31.05 6.9 12.6;

401 31.05 6.9 14; 402 31.05 6.9 15.4; 403 1.35 6.9 18.2; 404 1.35 6.9 19.6;

405 1.35 6.9 21; 406 1.35 6.9 22.4; 407 1.35 6.9 23.8; 408 2.7 6.9 18.2;

409 2.7 6.9 19.6; 410 2.7 6.9 21; 411 2.7 6.9 22.4; 412 2.7 6.9 23.8;

413 4.05 6.9 18.2; 414 4.05 6.9 19.6; 415 4.05 6.9 21; 416 4.05 6.9 22.4;

417 4.05 6.9 23.8; 418 5.4 6.9 18.2; 419 5.4 6.9 19.6; 420 5.4 6.9 21;

421 5.4 6.9 22.4; 422 5.4 6.9 23.8; 423 6.75 6.9 18.2; 424 6.75 6.9 19.6;

425 6.75 6.9 21; 426 6.75 6.9 22.4; 427 6.75 6.9 23.8; 428 8.1 6.9 18.2;

429 8.1 6.9 19.6; 430 8.1 6.9 21; 431 8.1 6.9 22.4; 432 8.1 6.9 23.8;

433 9.45 6.9 18.2; 434 9.45 6.9 19.6; 435 9.45 6.9 21; 436 9.45 6.9 22.4;

437 9.45 6.9 23.8; 438 12.15 6.9 18.2; 439 12.15 6.9 19.6; 440 12.15 6.9 21;

441 12.15 6.9 22.4; 442 12.15 6.9 23.8; 443 13.5 6.9 18.2; 444 13.5 6.9 19.6;

445 13.5 6.9 21; 446 13.5 6.9 22.4; 447 13.5 6.9 23.8; 448 14.85 6.9 18.2;

449 14.85 6.9 19.6; 450 14.85 6.9 21; 451 14.85 6.9 22.4; 452 14.85 6.9 23.8;

453 16.2 6.9 18.2; 454 16.2 6.9 19.6; 455 16.2 6.9 21; 456 16.2 6.9 22.4;

457 16.2 6.9 23.8; 458 17.55 6.9 18.2; 459 17.55 6.9 19.6; 460 17.55 6.9 21;

461 17.55 6.9 22.4; 462 17.55 6.9 23.8; 463 18.9 6.9 18.2; 464 18.9 6.9 19.6;

465 18.9 6.9 21; 466 18.9 6.9 22.4; 467 18.9 6.9 23.8; 468 20.25 6.9 18.2;

469 20.25 6.9 19.6; 470 20.25 6.9 21; 471 20.25 6.9 22.4; 472 20.25 6.9 23.8;

473 22.95 6.9 18.2; 474 22.95 6.9 19.6; 475 22.95 6.9 21; 476 22.95 6.9 22.4;

477 22.95 6.9 23.8; 478 24.3 6.9 18.2; 479 24.3 6.9 19.6; 480 24.3 6.9 21;

14

481 24.3 6.9 22.4; 482 24.3 6.9 23.8; 483 25.65 6.9 18.2; 484 25.65 6.9 19.6;

485 25.65 6.9 21; 486 25.65 6.9 22.4; 487 25.65 6.9 23.8; 488 27 6.9 18.2;

489 27 6.9 19.6; 490 27 6.9 21; 491 27 6.9 22.4; 492 27 6.9 23.8;

493 28.35 6.9 18.2; 494 28.35 6.9 19.6; 495 28.35 6.9 21; 496 28.35 6.9 22.4;

497 28.35 6.9 23.8; 498 29.7 6.9 18.2; 499 29.7 6.9 19.6; 500 29.7 6.9 21;

501 29.7 6.9 22.4; 502 29.7 6.9 23.8; 503 31.05 6.9 18.2; 504 31.05 6.9 19.6;

505 31.05 6.9 21; 506 31.05 6.9 22.4; 507 31.05 6.9 23.8; 508 0 10.5 0;

509 10.8 10.5 0; 510 21.6 10.5 0; 511 32.4 10.5 0; 512 0 10.5 8.4;

513 10.8 10.5 8.4; 514 21.6 10.5 8.4; 515 32.4 10.5 8.4; 516 0 10.5 16.8;

517 10.8 10.5 16.8; 518 21.6 10.5 16.8; 519 32.4 10.5 16.8; 520 0 10.5 25.2;

521 10.8 10.5 25.2; 522 21.6 10.5 25.2; 523 32.4 10.5 25.2; 524 1.35 10.5 0;

525 2.7 10.5 0; 526 4.05 10.5 0; 527 5.4 10.5 0; 528 6.75 10.5 0;

529 8.1 10.5 0; 530 9.45 10.5 0; 531 0 10.5 1.4; 532 0 10.5 2.8;

533 0 10.5 4.2; 534 0 10.5 5.6; 535 0 10.5 7; 536 12.15 10.5 0;

537 13.5 10.5 0; 538 14.85 10.5 0; 539 16.2 10.5 0; 540 17.55 10.5 0;

541 18.9 10.5 0; 542 20.25 10.5 0; 543 22.95 10.5 0; 544 24.3 10.5 0;

545 25.65 10.5 0; 546 27 10.5 0; 547 28.35 10.5 0; 548 29.7 10.5 0;

549 31.05 10.5 0; 550 0 10.5 9.8; 551 0 10.5 11.2; 552 0 10.5 12.6;

553 0 10.5 14; 554 0 10.5 15.4; 555 0 10.5 18.2; 556 0 10.5 19.6;

557 0 10.5 21; 558 0 10.5 22.4; 559 0 10.5 23.8; 560 1.35 10.5 8.4;

561 2.7 10.5 8.4; 562 4.05 10.5 8.4; 563 5.4 10.5 8.4; 564 6.75 10.5 8.4;

565 8.1 10.5 8.4; 566 9.45 10.5 8.4; 567 12.15 10.5 8.4; 568 13.5 10.5 8.4;

569 14.85 10.5 8.4; 570 16.2 10.5 8.4; 571 17.55 10.5 8.4; 572 18.9 10.5 8.4;

573 20.25 10.5 8.4; 574 22.95 10.5 8.4; 575 24.3 10.5 8.4; 576 25.65 10.5 8.4;

577 27 10.5 8.4; 578 28.35 10.5 8.4; 579 29.7 10.5 8.4; 580 31.05 10.5 8.4;

581 1.35 10.5 16.8; 582 2.7 10.5 16.8; 583 4.05 10.5 16.8; 584 5.4 10.5 16.8;

585 6.75 10.5 16.8; 586 8.1 10.5 16.8; 587 9.45 10.5 16.8; 588 12.15 10.5 16.8;

589 13.5 10.5 16.8; 590 14.85 10.5 16.8; 591 16.2 10.5 16.8;

592 17.55 10.5 16.8; 593 18.9 10.5 16.8; 594 20.25 10.5 16.8;

595 22.95 10.5 16.8; 596 24.3 10.5 16.8; 597 25.65 10.5 16.8; 598 27 10.5 16.8;

599 28.35 10.5 16.8; 600 29.7 10.5 16.8; 601 31.05 10.5 16.8;

602 1.35 10.5 25.2; 603 2.7 10.5 25.2; 604 4.05 10.5 25.2; 605 5.4 10.5 25.2;

606 6.75 10.5 25.2; 607 8.1 10.5 25.2; 608 9.45 10.5 25.2; 609 12.15 10.5 25.2;

610 13.5 10.5 25.2; 611 14.85 10.5 25.2; 612 16.2 10.5 25.2;

613 17.55 10.5 25.2; 614 18.9 10.5 25.2; 615 20.25 10.5 25.2;

616 22.95 10.5 25.2; 617 24.3 10.5 25.2; 618 25.65 10.5 25.2; 619 27 10.5 25.2;

620 28.35 10.5 25.2; 621 29.7 10.5 25.2; 622 31.05 10.5 25.2;

623 10.8 10.5 1.4; 624 10.8 10.5 2.8; 625 10.8 10.5 4.2; 626 10.8 10.5 5.6;

627 10.8 10.5 7; 628 21.6 10.5 1.4; 629 21.6 10.5 2.8; 630 21.6 10.5 4.2;

631 21.6 10.5 5.6; 632 21.6 10.5 7; 633 32.4 10.5 1.4; 634 32.4 10.5 2.8;

635 32.4 10.5 4.2; 636 32.4 10.5 5.6; 637 32.4 10.5 7; 638 10.8 10.5 9.8;

639 10.8 10.5 11.2; 640 10.8 10.5 12.6; 641 10.8 10.5 14; 642 10.8 10.5 15.4;

643 21.6 10.5 9.8; 644 21.6 10.5 11.2; 645 21.6 10.5 12.6; 646 21.6 10.5 14;

647 21.6 10.5 15.4; 648 32.4 10.5 9.8; 649 32.4 10.5 11.2; 650 32.4 10.5 12.6;

651 32.4 10.5 14; 652 32.4 10.5 15.4; 653 10.8 10.5 18.2; 654 10.8 10.5 19.6;

655 10.8 10.5 21; 656 10.8 10.5 22.4; 657 10.8 10.5 23.8; 658 21.6 10.5 18.2;

659 21.6 10.5 19.6; 660 21.6 10.5 21; 661 21.6 10.5 22.4; 662 21.6 10.5 23.8;

663 32.4 10.5 18.2; 664 32.4 10.5 19.6; 665 32.4 10.5 21; 666 32.4 10.5 22.4;

667 32.4 10.5 23.8; 668 1.35 10.5 1.4; 669 1.35 10.5 2.8; 670 1.35 10.5 4.2;

671 1.35 10.5 5.6; 672 1.35 10.5 7; 673 2.7 10.5 1.4; 674 2.7 10.5 2.8;

675 2.7 10.5 4.2; 676 2.7 10.5 5.6; 677 2.7 10.5 7; 678 4.05 10.5 1.4;

679 4.05 10.5 2.8; 680 4.05 10.5 4.2; 681 4.05 10.5 5.6; 682 4.05 10.5 7;

683 5.4 10.5 1.4; 684 5.4 10.5 2.8; 685 5.4 10.5 4.2; 686 5.4 10.5 5.6;

687 5.4 10.5 7; 688 6.75 10.5 1.4; 689 6.75 10.5 2.8; 690 6.75 10.5 4.2;

691 6.75 10.5 5.6; 692 6.75 10.5 7; 693 8.1 10.5 1.4; 694 8.1 10.5 2.8;

695 8.1 10.5 4.2; 696 8.1 10.5 5.6; 697 8.1 10.5 7; 698 9.45 10.5 1.4;

699 9.45 10.5 2.8; 700 9.45 10.5 4.2; 701 9.45 10.5 5.6; 702 9.45 10.5 7;

703 12.15 10.5 1.4; 704 12.15 10.5 2.8; 705 12.15 10.5 4.2; 706 12.15 10.5 5.6;

707 12.15 10.5 7; 708 13.5 10.5 1.4; 709 13.5 10.5 2.8; 710 13.5 10.5 4.2;

711 13.5 10.5 5.6; 712 13.5 10.5 7; 713 14.85 10.5 1.4; 714 14.85 10.5 2.8;

715 14.85 10.5 4.2; 716 14.85 10.5 5.6; 717 14.85 10.5 7; 718 16.2 10.5 1.4;

719 16.2 10.5 2.8; 720 16.2 10.5 4.2; 721 16.2 10.5 5.6; 722 16.2 10.5 7;

723 17.55 10.5 1.4; 724 17.55 10.5 2.8; 725 17.55 10.5 4.2; 726 17.55 10.5 5.6;

15

727 17.55 10.5 7; 728 18.9 10.5 1.4; 729 18.9 10.5 2.8; 730 18.9 10.5 4.2;

731 18.9 10.5 5.6; 732 18.9 10.5 7; 733 20.25 10.5 1.4; 734 20.25 10.5 2.8;

735 20.25 10.5 4.2; 736 20.25 10.5 5.6; 737 20.25 10.5 7; 738 22.95 10.5 1.4;

739 22.95 10.5 2.8; 740 22.95 10.5 4.2; 741 22.95 10.5 5.6; 742 22.95 10.5 7;

743 24.3 10.5 1.4; 744 24.3 10.5 2.8; 745 24.3 10.5 4.2; 746 24.3 10.5 5.6;

747 24.3 10.5 7; 748 25.65 10.5 1.4; 749 25.65 10.5 2.8; 750 25.65 10.5 4.2;

751 25.65 10.5 5.6; 752 25.65 10.5 7; 753 27 10.5 1.4; 754 27 10.5 2.8;

755 27 10.5 4.2; 756 27 10.5 5.6; 757 27 10.5 7; 758 28.35 10.5 1.4;

759 28.35 10.5 2.8; 760 28.35 10.5 4.2; 761 28.35 10.5 5.6; 762 28.35 10.5 7;

763 29.7 10.5 1.4; 764 29.7 10.5 2.8; 765 29.7 10.5 4.2; 766 29.7 10.5 5.6;

767 29.7 10.5 7; 768 31.05 10.5 1.4; 769 31.05 10.5 2.8; 770 31.05 10.5 4.2;

771 31.05 10.5 5.6; 772 31.05 10.5 7; 773 1.35 10.5 9.8; 774 1.35 10.5 11.2;

775 1.35 10.5 12.6; 776 1.35 10.5 14; 777 1.35 10.5 15.4; 778 2.7 10.5 9.8;

779 2.7 10.5 11.2; 780 2.7 10.5 12.6; 781 2.7 10.5 14; 782 2.7 10.5 15.4;

783 4.05 10.5 9.8; 784 4.05 10.5 11.2; 785 4.05 10.5 12.6; 786 4.05 10.5 14;

787 4.05 10.5 15.4; 788 5.4 10.5 9.8; 789 5.4 10.5 11.2; 790 5.4 10.5 12.6;

791 5.4 10.5 14; 792 5.4 10.5 15.4; 793 6.75 10.5 9.8; 794 6.75 10.5 11.2;

795 6.75 10.5 12.6; 796 6.75 10.5 14; 797 6.75 10.5 15.4; 798 8.1 10.5 9.8;

799 8.1 10.5 11.2; 800 8.1 10.5 12.6; 801 8.1 10.5 14; 802 8.1 10.5 15.4;

803 9.45 10.5 9.8; 804 9.45 10.5 11.2; 805 9.45 10.5 12.6; 806 9.45 10.5 14;

807 9.45 10.5 15.4; 808 12.15 10.5 9.8; 809 12.15 10.5 11.2;

810 12.15 10.5 12.6; 811 12.15 10.5 14; 812 12.15 10.5 15.4; 813 13.5 10.5 9.8;

814 13.5 10.5 11.2; 815 13.5 10.5 12.6; 816 13.5 10.5 14; 817 13.5 10.5 15.4;

818 14.85 10.5 9.8; 819 14.85 10.5 11.2; 820 14.85 10.5 12.6;

821 14.85 10.5 14; 822 14.85 10.5 15.4; 823 16.2 10.5 9.8; 824 16.2 10.5 11.2;

825 16.2 10.5 12.6; 826 16.2 10.5 14; 827 16.2 10.5 15.4; 828 17.55 10.5 9.8;

829 17.55 10.5 11.2; 830 17.55 10.5 12.6; 831 17.55 10.5 14;

832 17.55 10.5 15.4; 833 18.9 10.5 9.8; 834 18.9 10.5 11.2; 835 18.9 10.5 12.6;

836 18.9 10.5 14; 837 18.9 10.5 15.4; 838 20.25 10.5 9.8; 839 20.25 10.5 11.2;

840 20.25 10.5 12.6; 841 20.25 10.5 14; 842 20.25 10.5 15.4;

843 22.95 10.5 9.8; 844 22.95 10.5 11.2; 845 22.95 10.5 12.6;

846 22.95 10.5 14; 847 22.95 10.5 15.4; 848 24.3 10.5 9.8; 849 24.3 10.5 11.2;

850 24.3 10.5 12.6; 851 24.3 10.5 14; 852 24.3 10.5 15.4; 853 25.65 10.5 9.8;

854 25.65 10.5 11.2; 855 25.65 10.5 12.6; 856 25.65 10.5 14;

857 25.65 10.5 15.4; 858 27 10.5 9.8; 859 27 10.5 11.2; 860 27 10.5 12.6;

861 27 10.5 14; 862 27 10.5 15.4; 863 28.35 10.5 9.8; 864 28.35 10.5 11.2;

865 28.35 10.5 12.6; 866 28.35 10.5 14; 867 28.35 10.5 15.4; 868 29.7 10.5 9.8;

869 29.7 10.5 11.2; 870 29.7 10.5 12.6; 871 29.7 10.5 14; 872 29.7 10.5 15.4;

873 31.05 10.5 9.8; 874 31.05 10.5 11.2; 875 31.05 10.5 12.6;

876 31.05 10.5 14; 877 31.05 10.5 15.4; 878 1.35 10.5 18.2; 879 1.35 10.5 19.6;

880 1.35 10.5 21; 881 1.35 10.5 22.4; 882 1.35 10.5 23.8; 883 2.7 10.5 18.2;

884 2.7 10.5 19.6; 885 2.7 10.5 21; 886 2.7 10.5 22.4; 887 2.7 10.5 23.8;

888 4.05 10.5 18.2; 889 4.05 10.5 19.6; 890 4.05 10.5 21; 891 4.05 10.5 22.4;

892 4.05 10.5 23.8; 893 5.4 10.5 18.2; 894 5.4 10.5 19.6; 895 5.4 10.5 21;

896 5.4 10.5 22.4; 897 5.4 10.5 23.8; 898 6.75 10.5 18.2; 899 6.75 10.5 19.6;

900 6.75 10.5 21; 901 6.75 10.5 22.4; 902 6.75 10.5 23.8; 903 8.1 10.5 18.2;

904 8.1 10.5 19.6; 905 8.1 10.5 21; 906 8.1 10.5 22.4; 907 8.1 10.5 23.8;

908 9.45 10.5 18.2; 909 9.45 10.5 19.6; 910 9.45 10.5 21; 911 9.45 10.5 22.4;

912 9.45 10.5 23.8; 913 12.15 10.5 18.2; 914 12.15 10.5 19.6;

915 12.15 10.5 21; 916 12.15 10.5 22.4; 917 12.15 10.5 23.8;

918 13.5 10.5 18.2; 919 13.5 10.5 19.6; 920 13.5 10.5 21; 921 13.5 10.5 22.4;

922 13.5 10.5 23.8; 923 14.85 10.5 18.2; 924 14.85 10.5 19.6;

925 14.85 10.5 21; 926 14.85 10.5 22.4; 927 14.85 10.5 23.8;

928 16.2 10.5 18.2; 929 16.2 10.5 19.6; 930 16.2 10.5 21; 931 16.2 10.5 22.4;

932 16.2 10.5 23.8; 933 17.55 10.5 18.2; 934 17.55 10.5 19.6;

935 17.55 10.5 21; 936 17.55 10.5 22.4; 937 17.55 10.5 23.8;

938 18.9 10.5 18.2; 939 18.9 10.5 19.6; 940 18.9 10.5 21; 941 18.9 10.5 22.4;

942 18.9 10.5 23.8; 943 20.25 10.5 18.2; 944 20.25 10.5 19.6;

945 20.25 10.5 21; 946 20.25 10.5 22.4; 947 20.25 10.5 23.8;

948 22.95 10.5 18.2; 949 22.95 10.5 19.6; 950 22.95 10.5 21;

951 22.95 10.5 22.4; 952 22.95 10.5 23.8; 953 24.3 10.5 18.2;

954 24.3 10.5 19.6; 955 24.3 10.5 21; 956 24.3 10.5 22.4; 957 24.3 10.5 23.8;

958 25.65 10.5 18.2; 959 25.65 10.5 19.6; 960 25.65 10.5 21;

16

961 25.65 10.5 22.4; 962 25.65 10.5 23.8; 963 27 10.5 18.2; 964 27 10.5 19.6;

965 27 10.5 21; 966 27 10.5 22.4; 967 27 10.5 23.8; 968 28.35 10.5 18.2;

969 28.35 10.5 19.6; 970 28.35 10.5 21; 971 28.35 10.5 22.4;

972 28.35 10.5 23.8; 973 29.7 10.5 18.2; 974 29.7 10.5 19.6; 975 29.7 10.5 21;

976 29.7 10.5 22.4; 977 29.7 10.5 23.8; 978 31.05 10.5 18.2;

979 31.05 10.5 19.6; 980 31.05 10.5 21; 981 31.05 10.5 22.4;

982 31.05 10.5 23.8; 983 0 14.1 0; 984 10.8 14.1 0; 985 21.6 14.1 0;

986 32.4 14.1 0; 987 0 14.1 8.4; 988 10.8 14.1 8.4; 989 21.6 14.1 8.4;

990 32.4 14.1 8.4; 991 0 14.1 16.8; 992 10.8 14.1 16.8; 993 21.6 14.1 16.8;

994 32.4 14.1 16.8; 995 0 14.1 25.2; 996 10.8 14.1 25.2; 997 21.6 14.1 25.2;

998 32.4 14.1 25.2; 999 1.35 14.1 0; 1000 2.7 14.1 0; 1001 4.05 14.1 0;

1002 5.4 14.1 0; 1003 6.75 14.1 0; 1004 8.1 14.1 0; 1005 9.45 14.1 0;

1006 0 14.1 1.4; 1007 0 14.1 2.8; 1008 0 14.1 4.2; 1009 0 14.1 5.6;

1010 0 14.1 7; 1011 12.15 14.1 0; 1012 13.5 14.1 0; 1013 14.85 14.1 0;

1014 16.2 14.1 0; 1015 17.55 14.1 0; 1016 18.9 14.1 0; 1017 20.25 14.1 0;

1018 22.95 14.1 0; 1019 24.3 14.1 0; 1020 25.65 14.1 0; 1021 27 14.1 0;

1022 28.35 14.1 0; 1023 29.7 14.1 0; 1024 31.05 14.1 0; 1025 0 14.1 9.8;

1026 0 14.1 11.2; 1027 0 14.1 12.6; 1028 0 14.1 14; 1029 0 14.1 15.4;

1030 0 14.1 18.2; 1031 0 14.1 19.6; 1032 0 14.1 21; 1033 0 14.1 22.4;

1034 0 14.1 23.8; 1035 1.35 14.1 8.4; 1036 2.7 14.1 8.4; 1037 4.05 14.1 8.4;

1038 5.4 14.1 8.4; 1039 6.75 14.1 8.4; 1040 8.1 14.1 8.4; 1041 9.45 14.1 8.4;

1042 12.15 14.1 8.4; 1043 13.5 14.1 8.4; 1044 14.85 14.1 8.4;

1045 16.2 14.1 8.4; 1046 17.55 14.1 8.4; 1047 18.9 14.1 8.4;

1048 20.25 14.1 8.4; 1049 22.95 14.1 8.4; 1050 24.3 14.1 8.4;

1051 25.65 14.1 8.4; 1052 27 14.1 8.4; 1053 28.35 14.1 8.4; 1054 29.7 14.1 8.4;

1055 31.05 14.1 8.4; 1056 1.35 14.1 16.8; 1057 2.7 14.1 16.8;

1058 4.05 14.1 16.8; 1059 5.4 14.1 16.8; 1060 6.75 14.1 16.8;

1061 8.1 14.1 16.8; 1062 9.45 14.1 16.8; 1063 12.15 14.1 16.8;

1064 13.5 14.1 16.8; 1065 14.85 14.1 16.8; 1066 16.2 14.1 16.8;

1067 17.55 14.1 16.8; 1068 18.9 14.1 16.8; 1069 20.25 14.1 16.8;

1070 22.95 14.1 16.8; 1071 24.3 14.1 16.8; 1072 25.65 14.1 16.8;

1073 27 14.1 16.8; 1074 28.35 14.1 16.8; 1075 29.7 14.1 16.8;

1076 31.05 14.1 16.8; 1077 1.35 14.1 25.2; 1078 2.7 14.1 25.2;

1079 4.05 14.1 25.2; 1080 5.4 14.1 25.2; 1081 6.75 14.1 25.2;

1082 8.1 14.1 25.2; 1083 9.45 14.1 25.2; 1084 12.15 14.1 25.2;

1085 13.5 14.1 25.2; 1086 14.85 14.1 25.2; 1087 16.2 14.1 25.2;

1088 17.55 14.1 25.2; 1089 18.9 14.1 25.2; 1090 20.25 14.1 25.2;

1091 22.95 14.1 25.2; 1092 24.3 14.1 25.2; 1093 25.65 14.1 25.2;

1094 27 14.1 25.2; 1095 28.35 14.1 25.2; 1096 29.7 14.1 25.2;

1097 31.05 14.1 25.2; 1098 10.8 14.1 1.4; 1099 10.8 14.1 2.8;

1100 10.8 14.1 4.2; 1101 10.8 14.1 5.6; 1102 10.8 14.1 7; 1103 21.6 14.1 1.4;

1104 21.6 14.1 2.8; 1105 21.6 14.1 4.2; 1106 21.6 14.1 5.6; 1107 21.6 14.1 7;

1108 32.4 14.1 1.4; 1109 32.4 14.1 2.8; 1110 32.4 14.1 4.2; 1111 32.4 14.1 5.6;

1112 32.4 14.1 7; 1113 10.8 14.1 9.8; 1114 10.8 14.1 11.2; 1115 10.8 14.1 12.6;

1116 10.8 14.1 14; 1117 10.8 14.1 15.4; 1118 21.6 14.1 9.8;

1119 21.6 14.1 11.2; 1120 21.6 14.1 12.6; 1121 21.6 14.1 14;

1122 21.6 14.1 15.4; 1123 32.4 14.1 9.8; 1124 32.4 14.1 11.2;

1125 32.4 14.1 12.6; 1126 32.4 14.1 14; 1127 32.4 14.1 15.4;

1128 10.8 14.1 18.2; 1129 10.8 14.1 19.6; 1130 10.8 14.1 21;

1131 10.8 14.1 22.4; 1132 10.8 14.1 23.8; 1133 21.6 14.1 18.2;

1134 21.6 14.1 19.6; 1135 21.6 14.1 21; 1136 21.6 14.1 22.4;

1137 21.6 14.1 23.8; 1138 32.4 14.1 18.2; 1139 32.4 14.1 19.6;

1140 32.4 14.1 21; 1141 32.4 14.1 22.4; 1142 32.4 14.1 23.8;

1143 1.35 14.1 1.4; 1144 1.35 14.1 2.8; 1145 1.35 14.1 4.2; 1146 1.35 14.1 5.6;

1147 1.35 14.1 7; 1148 2.7 14.1 1.4; 1149 2.7 14.1 2.8; 1150 2.7 14.1 4.2;

1151 2.7 14.1 5.6; 1152 2.7 14.1 7; 1153 4.05 14.1 1.4; 1154 4.05 14.1 2.8;

1155 4.05 14.1 4.2; 1156 4.05 14.1 5.6; 1157 4.05 14.1 7; 1158 5.4 14.1 1.4;

1159 5.4 14.1 2.8; 1160 5.4 14.1 4.2; 1161 5.4 14.1 5.6; 1162 5.4 14.1 7;

1163 6.75 14.1 1.4; 1164 6.75 14.1 2.8; 1165 6.75 14.1 4.2; 1166 6.75 14.1 5.6;

1167 6.75 14.1 7; 1168 8.1 14.1 1.4; 1169 8.1 14.1 2.8; 1170 8.1 14.1 4.2;

1171 8.1 14.1 5.6; 1172 8.1 14.1 7; 1173 9.45 14.1 1.4; 1174 9.45 14.1 2.8;

1175 9.45 14.1 4.2; 1176 9.45 14.1 5.6; 1177 9.45 14.1 7; 1178 12.15 14.1 1.4;

1179 12.15 14.1 2.8; 1180 12.15 14.1 4.2; 1181 12.15 14.1 5.6;

17

1182 12.15 14.1 7; 1183 13.5 14.1 1.4; 1184 13.5 14.1 2.8; 1185 13.5 14.1 4.2;

1186 13.5 14.1 5.6; 1187 13.5 14.1 7; 1188 14.85 14.1 1.4; 1189 14.85 14.1 2.8;

1190 14.85 14.1 4.2; 1191 14.85 14.1 5.6; 1192 14.85 14.1 7;

1193 16.2 14.1 1.4; 1194 16.2 14.1 2.8; 1195 16.2 14.1 4.2; 1196 16.2 14.1 5.6;

1197 16.2 14.1 7; 1198 17.55 14.1 1.4; 1199 17.55 14.1 2.8;

1200 17.55 14.1 4.2; 1201 17.55 14.1 5.6; 1202 17.55 14.1 7;

1203 18.9 14.1 1.4; 1204 18.9 14.1 2.8; 1205 18.9 14.1 4.2; 1206 18.9 14.1 5.6;

1207 18.9 14.1 7; 1208 20.25 14.1 1.4; 1209 20.25 14.1 2.8;

1210 20.25 14.1 4.2; 1211 20.25 14.1 5.6; 1212 20.25 14.1 7;

1213 22.95 14.1 1.4; 1214 22.95 14.1 2.8; 1215 22.95 14.1 4.2;

1216 22.95 14.1 5.6; 1217 22.95 14.1 7; 1218 24.3 14.1 1.4; 1219 24.3 14.1 2.8;

1220 24.3 14.1 4.2; 1221 24.3 14.1 5.6; 1222 24.3 14.1 7; 1223 25.65 14.1 1.4;

1224 25.65 14.1 2.8; 1225 25.65 14.1 4.2; 1226 25.65 14.1 5.6;

1227 25.65 14.1 7; 1228 27 14.1 1.4; 1229 27 14.1 2.8; 1230 27 14.1 4.2;

1231 27 14.1 5.6; 1232 27 14.1 7; 1233 28.35 14.1 1.4; 1234 28.35 14.1 2.8;

1235 28.35 14.1 4.2; 1236 28.35 14.1 5.6; 1237 28.35 14.1 7;

1238 29.7 14.1 1.4; 1239 29.7 14.1 2.8; 1240 29.7 14.1 4.2; 1241 29.7 14.1 5.6;

1242 29.7 14.1 7; 1243 31.05 14.1 1.4; 1244 31.05 14.1 2.8;

1245 31.05 14.1 4.2; 1246 31.05 14.1 5.6; 1247 31.05 14.1 7;

1248 1.35 14.1 9.8; 1249 1.35 14.1 11.2; 1250 1.35 14.1 12.6;

1251 1.35 14.1 14; 1252 1.35 14.1 15.4; 1253 2.7 14.1 9.8; 1254 2.7 14.1 11.2;

1255 2.7 14.1 12.6; 1256 2.7 14.1 14; 1257 2.7 14.1 15.4; 1258 4.05 14.1 9.8;

1259 4.05 14.1 11.2; 1260 4.05 14.1 12.6; 1261 4.05 14.1 14;

1262 4.05 14.1 15.4; 1263 5.4 14.1 9.8; 1264 5.4 14.1 11.2; 1265 5.4 14.1 12.6;

1266 5.4 14.1 14; 1267 5.4 14.1 15.4; 1268 6.75 14.1 9.8; 1269 6.75 14.1 11.2;

1270 6.75 14.1 12.6; 1271 6.75 14.1 14; 1272 6.75 14.1 15.4; 1273 8.1 14.1 9.8;

1274 8.1 14.1 11.2; 1275 8.1 14.1 12.6; 1276 8.1 14.1 14; 1277 8.1 14.1 15.4;

1278 9.45 14.1 9.8; 1279 9.45 14.1 11.2; 1280 9.45 14.1 12.6;

1281 9.45 14.1 14; 1282 9.45 14.1 15.4; 1283 12.15 14.1 9.8;

1284 12.15 14.1 11.2; 1285 12.15 14.1 12.6; 1286 12.15 14.1 14;

1287 12.15 14.1 15.4; 1288 13.5 14.1 9.8; 1289 13.5 14.1 11.2;

1290 13.5 14.1 12.6; 1291 13.5 14.1 14; 1292 13.5 14.1 15.4;

1293 14.85 14.1 9.8; 1294 14.85 14.1 11.2; 1295 14.85 14.1 12.6;

1296 14.85 14.1 14; 1297 14.85 14.1 15.4; 1298 16.2 14.1 9.8;

1299 16.2 14.1 11.2; 1300 16.2 14.1 12.6; 1301 16.2 14.1 14;

1302 16.2 14.1 15.4; 1303 17.55 14.1 9.8; 1304 17.55 14.1 11.2;

1305 17.55 14.1 12.6; 1306 17.55 14.1 14; 1307 17.55 14.1 15.4;

1308 18.9 14.1 9.8; 1309 18.9 14.1 11.2; 1310 18.9 14.1 12.6;

1311 18.9 14.1 14; 1312 18.9 14.1 15.4; 1313 20.25 14.1 9.8;

1314 20.25 14.1 11.2; 1315 20.25 14.1 12.6; 1316 20.25 14.1 14;

1317 20.25 14.1 15.4; 1318 22.95 14.1 9.8; 1319 22.95 14.1 11.2;

1320 22.95 14.1 12.6; 1321 22.95 14.1 14; 1322 22.95 14.1 15.4;

1323 24.3 14.1 9.8; 1324 24.3 14.1 11.2; 1325 24.3 14.1 12.6;

1326 24.3 14.1 14; 1327 24.3 14.1 15.4; 1328 25.65 14.1 9.8;

1329 25.65 14.1 11.2; 1330 25.65 14.1 12.6; 1331 25.65 14.1 14;

1332 25.65 14.1 15.4; 1333 27 14.1 9.8; 1334 27 14.1 11.2; 1335 27 14.1 12.6;

1336 27 14.1 14; 1337 27 14.1 15.4; 1338 28.35 14.1 9.8; 1339 28.35 14.1 11.2;

1340 28.35 14.1 12.6; 1341 28.35 14.1 14; 1342 28.35 14.1 15.4;

1343 29.7 14.1 9.8; 1344 29.7 14.1 11.2; 1345 29.7 14.1 12.6;

1346 29.7 14.1 14; 1347 29.7 14.1 15.4; 1348 31.05 14.1 9.8;

1349 31.05 14.1 11.2; 1350 31.05 14.1 12.6; 1351 31.05 14.1 14;

1352 31.05 14.1 15.4; 1353 1.35 14.1 18.2; 1354 1.35 14.1 19.6;

1355 1.35 14.1 21; 1356 1.35 14.1 22.4; 1357 1.35 14.1 23.8;

1358 2.7 14.1 18.2; 1359 2.7 14.1 19.6; 1360 2.7 14.1 21; 1361 2.7 14.1 22.4;

1362 2.7 14.1 23.8; 1363 4.05 14.1 18.2; 1364 4.05 14.1 19.6;

1365 4.05 14.1 21; 1366 4.05 14.1 22.4; 1367 4.05 14.1 23.8;

1368 5.4 14.1 18.2; 1369 5.4 14.1 19.6; 1370 5.4 14.1 21; 1371 5.4 14.1 22.4;

1372 5.4 14.1 23.8; 1373 6.75 14.1 18.2; 1374 6.75 14.1 19.6;

1375 6.75 14.1 21; 1376 6.75 14.1 22.4; 1377 6.75 14.1 23.8;

1378 8.1 14.1 18.2; 1379 8.1 14.1 19.6; 1380 8.1 14.1 21; 1381 8.1 14.1 22.4;

1382 8.1 14.1 23.8; 1383 9.45 14.1 18.2; 1384 9.45 14.1 19.6;

1385 9.45 14.1 21; 1386 9.45 14.1 22.4; 1387 9.45 14.1 23.8;

1388 12.15 14.1 18.2; 1389 12.15 14.1 19.6; 1390 12.15 14.1 21;

18

1391 12.15 14.1 22.4; 1392 12.15 14.1 23.8; 1393 13.5 14.1 18.2;

1394 13.5 14.1 19.6; 1395 13.5 14.1 21; 1396 13.5 14.1 22.4;

1397 13.5 14.1 23.8; 1398 14.85 14.1 18.2; 1399 14.85 14.1 19.6;

1400 14.85 14.1 21; 1401 14.85 14.1 22.4; 1402 14.85 14.1 23.8;

1403 16.2 14.1 18.2; 1404 16.2 14.1 19.6; 1405 16.2 14.1 21;

1406 16.2 14.1 22.4; 1407 16.2 14.1 23.8; 1408 17.55 14.1 18.2;

1409 17.55 14.1 19.6; 1410 17.55 14.1 21; 1411 17.55 14.1 22.4;

1412 17.55 14.1 23.8; 1413 18.9 14.1 18.2; 1414 18.9 14.1 19.6;

1415 18.9 14.1 21; 1416 18.9 14.1 22.4; 1417 18.9 14.1 23.8;

1418 20.25 14.1 18.2; 1419 20.25 14.1 19.6; 1420 20.25 14.1 21;

1421 20.25 14.1 22.4; 1422 20.25 14.1 23.8; 1423 22.95 14.1 18.2;

1424 22.95 14.1 19.6; 1425 22.95 14.1 21; 1426 22.95 14.1 22.4;

1427 22.95 14.1 23.8; 1428 24.3 14.1 18.2; 1429 24.3 14.1 19.6;

1430 24.3 14.1 21; 1431 24.3 14.1 22.4; 1432 24.3 14.1 23.8;

1433 25.65 14.1 18.2; 1434 25.65 14.1 19.6; 1435 25.65 14.1 21;

1436 25.65 14.1 22.4; 1437 25.65 14.1 23.8; 1438 27 14.1 18.2;

1439 27 14.1 19.6; 1440 27 14.1 21; 1441 27 14.1 22.4; 1442 27 14.1 23.8;

1443 28.35 14.1 18.2; 1444 28.35 14.1 19.6; 1445 28.35 14.1 21;

1446 28.35 14.1 22.4; 1447 28.35 14.1 23.8; 1448 29.7 14.1 18.2;

1449 29.7 14.1 19.6; 1450 29.7 14.1 21; 1451 29.7 14.1 22.4;

1452 29.7 14.1 23.8; 1453 31.05 14.1 18.2; 1454 31.05 14.1 19.6;

1455 31.05 14.1 21; 1456 31.05 14.1 22.4; 1457 31.05 14.1 23.8; 1458 0 17.7 0;

1459 10.8 17.7 0; 1460 21.6 17.7 0; 1461 32.4 17.7 0; 1462 0 17.7 8.4;

1463 10.8 17.7 8.4; 1464 21.6 17.7 8.4; 1465 32.4 17.7 8.4; 1466 0 17.7 16.8;

1467 10.8 17.7 16.8; 1468 21.6 17.7 16.8; 1469 32.4 17.7 16.8;

1470 0 17.7 25.2; 1471 10.8 17.7 25.2; 1472 21.6 17.7 25.2;

1473 32.4 17.7 25.2; 1474 1.35 17.7 0; 1475 2.7 17.7 0; 1476 4.05 17.7 0;

1477 5.4 17.7 0; 1478 6.75 17.7 0; 1479 8.1 17.7 0; 1480 9.45 17.7 0;

1481 0 17.7 1.4; 1482 0 17.7 2.8; 1483 0 17.7 4.2; 1484 0 17.7 5.6;

1485 0 17.7 7; 1486 12.15 17.7 0; 1487 13.5 17.7 0; 1488 14.85 17.7 0;

1489 16.2 17.7 0; 1490 17.55 17.7 0; 1491 18.9 17.7 0; 1492 20.25 17.7 0;

1493 22.95 17.7 0; 1494 24.3 17.7 0; 1495 25.65 17.7 0; 1496 27 17.7 0;

1497 28.35 17.7 0; 1498 29.7 17.7 0; 1499 31.05 17.7 0; 1500 0 17.7 9.8;

1501 0 17.7 11.2; 1502 0 17.7 12.6; 1503 0 17.7 14; 1504 0 17.7 15.4;

1505 0 17.7 18.2; 1506 0 17.7 19.6; 1507 0 17.7 21; 1508 0 17.7 22.4;

1509 0 17.7 23.8; 1510 1.35 17.7 8.4; 1511 2.7 17.7 8.4; 1512 4.05 17.7 8.4;

1513 5.4 17.7 8.4; 1514 6.75 17.7 8.4; 1515 8.1 17.7 8.4; 1516 9.45 17.7 8.4;

1517 12.15 17.7 8.4; 1518 13.5 17.7 8.4; 1519 14.85 17.7 8.4;

1520 16.2 17.7 8.4; 1521 17.55 17.7 8.4; 1522 18.9 17.7 8.4;

1523 20.25 17.7 8.4; 1524 22.95 17.7 8.4; 1525 24.3 17.7 8.4;

1526 25.65 17.7 8.4; 1527 27 17.7 8.4; 1528 28.35 17.7 8.4; 1529 29.7 17.7 8.4;

1530 31.05 17.7 8.4; 1531 1.35 17.7 16.8; 1532 2.7 17.7 16.8;

1533 4.05 17.7 16.8; 1534 5.4 17.7 16.8; 1535 6.75 17.7 16.8;

1536 8.1 17.7 16.8; 1537 9.45 17.7 16.8; 1538 12.15 17.7 16.8;

1539 13.5 17.7 16.8; 1540 14.85 17.7 16.8; 1541 16.2 17.7 16.8;

1542 17.55 17.7 16.8; 1543 18.9 17.7 16.8; 1544 20.25 17.7 16.8;

1545 22.95 17.7 16.8; 1546 24.3 17.7 16.8; 1547 25.65 17.7 16.8;

1548 27 17.7 16.8; 1549 28.35 17.7 16.8; 1550 29.7 17.7 16.8;

1551 31.05 17.7 16.8; 1552 1.35 17.7 25.2; 1553 2.7 17.7 25.2;

1554 4.05 17.7 25.2; 1555 5.4 17.7 25.2; 1556 6.75 17.7 25.2;

1557 8.1 17.7 25.2; 1558 9.45 17.7 25.2; 1559 12.15 17.7 25.2;

1560 13.5 17.7 25.2; 1561 14.85 17.7 25.2; 1562 16.2 17.7 25.2;

1563 17.55 17.7 25.2; 1564 18.9 17.7 25.2; 1565 20.25 17.7 25.2;

1566 22.95 17.7 25.2; 1567 24.3 17.7 25.2; 1568 25.65 17.7 25.2;

1569 27 17.7 25.2; 1570 28.35 17.7 25.2; 1571 29.7 17.7 25.2;

1572 31.05 17.7 25.2; 1573 10.8 17.7 1.4; 1574 10.8 17.7 2.8;

1575 10.8 17.7 4.2; 1576 10.8 17.7 5.6; 1577 10.8 17.7 7; 1578 21.6 17.7 1.4;

1579 21.6 17.7 2.8; 1580 21.6 17.7 4.2; 1581 21.6 17.7 5.6; 1582 21.6 17.7 7;

1583 32.4 17.7 1.4; 1584 32.4 17.7 2.8; 1585 32.4 17.7 4.2; 1586 32.4 17.7 5.6;

1587 32.4 17.7 7; 1588 10.8 17.7 9.8; 1589 10.8 17.7 11.2; 1590 10.8 17.7 12.6;

1591 10.8 17.7 14; 1592 10.8 17.7 15.4; 1593 21.6 17.7 9.8;

1594 21.6 17.7 11.2; 1595 21.6 17.7 12.6; 1596 21.6 17.7 14;

1597 21.6 17.7 15.4; 1598 32.4 17.7 9.8; 1599 32.4 17.7 11.2;

19

1600 32.4 17.7 12.6; 1601 32.4 17.7 14; 1602 32.4 17.7 15.4;

1603 10.8 17.7 18.2; 1604 10.8 17.7 19.6; 1605 10.8 17.7 21;

1606 10.8 17.7 22.4; 1607 10.8 17.7 23.8; 1608 21.6 17.7 18.2;

1609 21.6 17.7 19.6; 1610 21.6 17.7 21; 1611 21.6 17.7 22.4;

1612 21.6 17.7 23.8; 1613 32.4 17.7 18.2; 1614 32.4 17.7 19.6;

1615 32.4 17.7 21; 1616 32.4 17.7 22.4; 1617 32.4 17.7 23.8;

1618 1.35 17.7 1.4; 1619 1.35 17.7 2.8; 1620 1.35 17.7 4.2; 1621 1.35 17.7 5.6;

1622 1.35 17.7 7; 1623 2.7 17.7 1.4; 1624 2.7 17.7 2.8; 1625 2.7 17.7 4.2;

1626 2.7 17.7 5.6; 1627 2.7 17.7 7; 1628 4.05 17.7 1.4; 1629 4.05 17.7 2.8;

1630 4.05 17.7 4.2; 1631 4.05 17.7 5.6; 1632 4.05 17.7 7; 1633 5.4 17.7 1.4;

1634 5.4 17.7 2.8; 1635 5.4 17.7 4.2; 1636 5.4 17.7 5.6; 1637 5.4 17.7 7;

1638 6.75 17.7 1.4; 1639 6.75 17.7 2.8; 1640 6.75 17.7 4.2; 1641 6.75 17.7 5.6;

1642 6.75 17.7 7; 1643 8.1 17.7 1.4; 1644 8.1 17.7 2.8; 1645 8.1 17.7 4.2;

1646 8.1 17.7 5.6; 1647 8.1 17.7 7; 1648 9.45 17.7 1.4; 1649 9.45 17.7 2.8;

1650 9.45 17.7 4.2; 1651 9.45 17.7 5.6; 1652 9.45 17.7 7; 1653 12.15 17.7 1.4;

1654 12.15 17.7 2.8; 1655 12.15 17.7 4.2; 1656 12.15 17.7 5.6;

1657 12.15 17.7 7; 1658 13.5 17.7 1.4; 1659 13.5 17.7 2.8; 1660 13.5 17.7 4.2;

1661 13.5 17.7 5.6; 1662 13.5 17.7 7; 1663 14.85 17.7 1.4; 1664 14.85 17.7 2.8;

1665 14.85 17.7 4.2; 1666 14.85 17.7 5.6; 1667 14.85 17.7 7;

1668 16.2 17.7 1.4; 1669 16.2 17.7 2.8; 1670 16.2 17.7 4.2; 1671 16.2 17.7 5.6;

1672 16.2 17.7 7; 1673 17.55 17.7 1.4; 1674 17.55 17.7 2.8;

1675 17.55 17.7 4.2; 1676 17.55 17.7 5.6; 1677 17.55 17.7 7;

1678 18.9 17.7 1.4; 1679 18.9 17.7 2.8; 1680 18.9 17.7 4.2; 1681 18.9 17.7 5.6;

1682 18.9 17.7 7; 1683 20.25 17.7 1.4; 1684 20.25 17.7 2.8;

1685 20.25 17.7 4.2; 1686 20.25 17.7 5.6; 1687 20.25 17.7 7;

1688 22.95 17.7 1.4; 1689 22.95 17.7 2.8; 1690 22.95 17.7 4.2;

1691 22.95 17.7 5.6; 1692 22.95 17.7 7; 1693 24.3 17.7 1.4; 1694 24.3 17.7 2.8;

1695 24.3 17.7 4.2; 1696 24.3 17.7 5.6; 1697 24.3 17.7 7; 1698 25.65 17.7 1.4;

1699 25.65 17.7 2.8; 1700 25.65 17.7 4.2; 1701 25.65 17.7 5.6;

1702 25.65 17.7 7; 1703 27 17.7 1.4; 1704 27 17.7 2.8; 1705 27 17.7 4.2;

1706 27 17.7 5.6; 1707 27 17.7 7; 1708 28.35 17.7 1.4; 1709 28.35 17.7 2.8;

1710 28.35 17.7 4.2; 1711 28.35 17.7 5.6; 1712 28.35 17.7 7;

1713 29.7 17.7 1.4; 1714 29.7 17.7 2.8; 1715 29.7 17.7 4.2; 1716 29.7 17.7 5.6;

1717 29.7 17.7 7; 1718 31.05 17.7 1.4; 1719 31.05 17.7 2.8;

1720 31.05 17.7 4.2; 1721 31.05 17.7 5.6; 1722 31.05 17.7 7;

1723 1.35 17.7 9.8; 1724 1.35 17.7 11.2; 1725 1.35 17.7 12.6;

1726 1.35 17.7 14; 1727 1.35 17.7 15.4; 1728 2.7 17.7 9.8; 1729 2.7 17.7 11.2;

1730 2.7 17.7 12.6; 1731 2.7 17.7 14; 1732 2.7 17.7 15.4; 1733 4.05 17.7 9.8;

1734 4.05 17.7 11.2; 1735 4.05 17.7 12.6; 1736 4.05 17.7 14;

1737 4.05 17.7 15.4; 1738 5.4 17.7 9.8; 1739 5.4 17.7 11.2; 1740 5.4 17.7 12.6;

1741 5.4 17.7 14; 1742 5.4 17.7 15.4; 1743 6.75 17.7 9.8; 1744 6.75 17.7 11.2;

1745 6.75 17.7 12.6; 1746 6.75 17.7 14; 1747 6.75 17.7 15.4; 1748 8.1 17.7 9.8;

1749 8.1 17.7 11.2; 1750 8.1 17.7 12.6; 1751 8.1 17.7 14; 1752 8.1 17.7 15.4;

1753 9.45 17.7 9.8; 1754 9.45 17.7 11.2; 1755 9.45 17.7 12.6;

1756 9.45 17.7 14; 1757 9.45 17.7 15.4; 1758 12.15 17.7 9.8;

1759 12.15 17.7 11.2; 1760 12.15 17.7 12.6; 1761 12.15 17.7 14;

1762 12.15 17.7 15.4; 1763 13.5 17.7 9.8; 1764 13.5 17.7 11.2;

1765 13.5 17.7 12.6; 1766 13.5 17.7 14; 1767 13.5 17.7 15.4;

1768 14.85 17.7 9.8; 1769 14.85 17.7 11.2; 1770 14.85 17.7 12.6;

1771 14.85 17.7 14; 1772 14.85 17.7 15.4; 1773 16.2 17.7 9.8;

1774 16.2 17.7 11.2; 1775 16.2 17.7 12.6; 1776 16.2 17.7 14;

1777 16.2 17.7 15.4; 1778 17.55 17.7 9.8; 1779 17.55 17.7 11.2;

1780 17.55 17.7 12.6; 1781 17.55 17.7 14; 1782 17.55 17.7 15.4;

1783 18.9 17.7 9.8; 1784 18.9 17.7 11.2; 1785 18.9 17.7 12.6;

1786 18.9 17.7 14; 1787 18.9 17.7 15.4; 1788 20.25 17.7 9.8;

1789 20.25 17.7 11.2; 1790 20.25 17.7 12.6; 1791 20.25 17.7 14;

1792 20.25 17.7 15.4; 1793 22.95 17.7 9.8; 1794 22.95 17.7 11.2;

1795 22.95 17.7 12.6; 1796 22.95 17.7 14; 1797 22.95 17.7 15.4;

1798 24.3 17.7 9.8; 1799 24.3 17.7 11.2; 1800 24.3 17.7 12.6;

1801 24.3 17.7 14; 1802 24.3 17.7 15.4; 1803 25.65 17.7 9.8;

1804 25.65 17.7 11.2; 1805 25.65 17.7 12.6; 1806 25.65 17.7 14;

1807 25.65 17.7 15.4; 1808 27 17.7 9.8; 1809 27 17.7 11.2; 1810 27 17.7 12.6;

1811 27 17.7 14; 1812 27 17.7 15.4; 1813 28.35 17.7 9.8; 1814 28.35 17.7 11.2;

20

1815 28.35 17.7 12.6; 1816 28.35 17.7 14; 1817 28.35 17.7 15.4;

1818 29.7 17.7 9.8; 1819 29.7 17.7 11.2; 1820 29.7 17.7 12.6;

1821 29.7 17.7 14; 1822 29.7 17.7 15.4; 1823 31.05 17.7 9.8;

1824 31.05 17.7 11.2; 1825 31.05 17.7 12.6; 1826 31.05 17.7 14;

1827 31.05 17.7 15.4; 1828 1.35 17.7 18.2; 1829 1.35 17.7 19.6;

1830 1.35 17.7 21; 1831 1.35 17.7 22.4; 1832 1.35 17.7 23.8;

1833 2.7 17.7 18.2; 1834 2.7 17.7 19.6; 1835 2.7 17.7 21; 1836 2.7 17.7 22.4;

1837 2.7 17.7 23.8; 1838 4.05 17.7 18.2; 1839 4.05 17.7 19.6;

1840 4.05 17.7 21; 1841 4.05 17.7 22.4; 1842 4.05 17.7 23.8;

1843 5.4 17.7 18.2; 1844 5.4 17.7 19.6; 1845 5.4 17.7 21; 1846 5.4 17.7 22.4;

1847 5.4 17.7 23.8; 1848 6.75 17.7 18.2; 1849 6.75 17.7 19.6;

1850 6.75 17.7 21; 1851 6.75 17.7 22.4; 1852 6.75 17.7 23.8;

1853 8.1 17.7 18.2; 1854 8.1 17.7 19.6; 1855 8.1 17.7 21; 1856 8.1 17.7 22.4;

1857 8.1 17.7 23.8; 1858 9.45 17.7 18.2; 1859 9.45 17.7 19.6;

1860 9.45 17.7 21; 1861 9.45 17.7 22.4; 1862 9.45 17.7 23.8;

1863 12.15 17.7 18.2; 1864 12.15 17.7 19.6; 1865 12.15 17.7 21;

1866 12.15 17.7 22.4; 1867 12.15 17.7 23.8; 1868 13.5 17.7 18.2;

1869 13.5 17.7 19.6; 1870 13.5 17.7 21; 1871 13.5 17.7 22.4;

1872 13.5 17.7 23.8; 1873 14.85 17.7 18.2; 1874 14.85 17.7 19.6;

1875 14.85 17.7 21; 1876 14.85 17.7 22.4; 1877 14.85 17.7 23.8;

1878 16.2 17.7 18.2; 1879 16.2 17.7 19.6; 1880 16.2 17.7 21;

1881 16.2 17.7 22.4; 1882 16.2 17.7 23.8; 1883 17.55 17.7 18.2;

1884 17.55 17.7 19.6; 1885 17.55 17.7 21; 1886 17.55 17.7 22.4;

1887 17.55 17.7 23.8; 1888 18.9 17.7 18.2; 1889 18.9 17.7 19.6;

1890 18.9 17.7 21; 1891 18.9 17.7 22.4; 1892 18.9 17.7 23.8;

1893 20.25 17.7 18.2; 1894 20.25 17.7 19.6; 1895 20.25 17.7 21;

1896 20.25 17.7 22.4; 1897 20.25 17.7 23.8; 1898 22.95 17.7 18.2;

1899 22.95 17.7 19.6; 1900 22.95 17.7 21; 1901 22.95 17.7 22.4;

1902 22.95 17.7 23.8; 1903 24.3 17.7 18.2; 1904 24.3 17.7 19.6;

1905 24.3 17.7 21; 1906 24.3 17.7 22.4; 1907 24.3 17.7 23.8;

1908 25.65 17.7 18.2; 1909 25.65 17.7 19.6; 1910 25.65 17.7 21;

1911 25.65 17.7 22.4; 1912 25.65 17.7 23.8; 1913 27 17.7 18.2;

1914 27 17.7 19.6; 1915 27 17.7 21; 1916 27 17.7 22.4; 1917 27 17.7 23.8;

1918 28.35 17.7 18.2; 1919 28.35 17.7 19.6; 1920 28.35 17.7 21;

1921 28.35 17.7 22.4; 1922 28.35 17.7 23.8; 1923 29.7 17.7 18.2;

1924 29.7 17.7 19.6; 1925 29.7 17.7 21; 1926 29.7 17.7 22.4;

1927 29.7 17.7 23.8; 1928 31.05 17.7 18.2; 1929 31.05 17.7 19.6;

1930 31.05 17.7 21; 1931 31.05 17.7 22.4; 1932 31.05 17.7 23.8;

MEMBER INCIDENCES

1 5 6; 2 6 7; 3 7 8; 4 1 5; 5 2 6; 6 3 7; 7 4 8; 11 9 13; 12 10 14; 13 11 15;

14 12 16; 18 17 21; 19 18 22; 20 19 23; 21 20 24; 22 29 30; 23 30 31; 24 31 32;

25 25 29; 26 26 30; 27 27 31; 28 28 32; 29 5 13; 30 6 14; 31 7 15; 32 8 16;

33 13 21; 34 14 22; 35 15 23; 36 16 24; 37 21 29; 38 22 30; 39 23 31; 40 24 32;

41 33 49; 42 34 61; 43 35 68; 44 45 127; 45 46 134; 46 47 141; 47 33 56;

48 34 148; 49 35 153; 50 36 158; 51 37 75; 52 38 163; 53 39 168; 54 40 173;

55 41 80; 56 42 178; 57 43 183; 58 44 188; 59 5 33; 60 13 37; 61 21 41;

62 29 45; 63 6 34; 64 14 38; 65 22 42; 66 30 46; 67 7 35; 68 15 39; 69 23 43;

70 31 47; 71 8 36; 72 16 40; 73 24 44; 74 32 48; 75 37 85; 76 41 106; 77 38 92;

78 42 113; 79 39 99; 80 43 120; 81 49 50; 82 50 51; 83 51 52; 84 52 53;

85 53 54; 86 54 55; 87 55 34; 88 56 57; 89 57 58; 90 58 59; 91 59 60; 92 60 37;

93 61 62; 94 62 63; 95 63 64; 96 64 65; 97 65 66; 98 66 67; 99 67 35;

100 68 69; 101 69 70; 102 70 71; 103 71 72; 104 72 73; 105 73 74; 106 74 36;

107 75 76; 108 76 77; 109 77 78; 110 78 79; 111 79 41; 112 80 81; 113 81 82;

114 82 83; 115 83 84; 116 84 45; 117 85 86; 118 49 193; 119 86 87; 120 50 198;

121 87 88; 122 51 203; 123 88 89; 124 52 208; 125 89 90; 126 53 213; 127 90 91;

128 54 218; 129 91 38; 130 55 223; 131 92 93; 132 61 228; 133 93 94;

134 62 233; 135 94 95; 136 63 238; 137 95 96; 138 64 243; 139 96 97;

140 65 248; 141 97 98; 142 66 253; 143 98 39; 144 67 258; 145 99 100;

146 68 263; 147 100 101; 148 69 268; 149 101 102; 150 70 273; 151 102 103;

152 71 278; 153 103 104; 154 72 283; 155 104 105; 156 73 288; 157 105 40;

158 74 293; 159 106 107; 160 85 298; 161 107 108; 162 86 303; 163 108 109;

164 87 308; 165 109 110; 166 88 313; 167 110 111; 168 89 318; 169 111 112;

170 90 323; 171 112 42; 172 91 328; 173 113 114; 174 92 333; 175 114 115;

21

176 93 338; 177 115 116; 178 94 343; 179 116 117; 180 95 348; 181 117 118;

182 96 353; 183 118 119; 184 97 358; 185 119 43; 186 98 363; 187 120 121;

188 99 368; 189 121 122; 190 100 373; 191 122 123; 192 101 378; 193 123 124;

194 102 383; 195 124 125; 196 103 388; 197 125 126; 198 104 393; 199 126 44;

200 105 398; 201 127 128; 202 106 403; 203 128 129; 204 107 408; 205 129 130;

206 108 413; 207 130 131; 208 109 418; 209 131 132; 210 110 423; 211 132 133;

212 111 428; 213 133 46; 214 112 433; 215 134 135; 216 113 438; 217 135 136;

218 114 443; 219 136 137; 220 115 448; 221 137 138; 222 116 453; 223 138 139;

224 117 458; 225 139 140; 226 118 463; 227 140 47; 228 119 468; 229 141 142;

230 120 473; 231 142 143; 232 121 478; 233 143 144; 234 122 483; 235 144 145;

236 123 488; 237 145 146; 238 124 493; 239 146 147; 240 125 498; 241 147 48;

242 126 503; 243 148 149; 244 149 150; 245 150 151; 246 151 152; 247 152 38;

248 153 154; 249 154 155; 250 155 156; 251 156 157; 252 157 39; 253 158 159;

254 159 160; 255 160 161; 256 161 162; 257 162 40; 258 163 164; 259 164 165;

260 165 166; 261 166 167; 262 167 42; 263 168 169; 264 169 170; 265 170 171;

266 171 172; 267 172 43; 268 173 174; 269 174 175; 270 175 176; 271 176 177;

272 177 44; 273 178 179; 274 179 180; 275 180 181; 276 181 182; 277 182 46;

278 183 184; 279 184 185; 280 185 186; 281 186 187; 282 187 47; 283 188 189;

284 189 190; 285 190 191; 286 191 192; 287 192 48; 288 193 194; 289 194 195;

290 195 196; 291 196 197; 292 197 85; 293 198 199; 294 199 200; 295 200 201;

296 201 202; 297 202 86; 298 203 204; 299 204 205; 300 205 206; 301 206 207;

302 207 87; 303 208 209; 304 209 210; 305 210 211; 306 211 212; 307 212 88;

308 213 214; 309 214 215; 310 215 216; 311 216 217; 312 217 89; 313 218 219;

314 219 220; 315 220 221; 316 221 222; 317 222 90; 318 223 224; 319 224 225;

320 225 226; 321 226 227; 322 227 91; 323 228 229; 324 229 230; 325 230 231;

326 231 232; 327 232 92; 328 233 234; 329 234 235; 330 235 236; 331 236 237;

332 237 93; 333 238 239; 334 239 240; 335 240 241; 336 241 242; 337 242 94;

338 243 244; 339 244 245; 340 245 246; 341 246 247; 342 247 95; 343 248 249;

344 249 250; 345 250 251; 346 251 252; 347 252 96; 348 253 254; 349 254 255;

350 255 256; 351 256 257; 352 257 97; 353 258 259; 354 259 260; 355 260 261;

356 261 262; 357 262 98; 358 263 264; 359 264 265; 360 265 266; 361 266 267;

362 267 99; 363 268 269; 364 269 270; 365 270 271; 366 271 272; 367 272 100;

368 273 274; 369 274 275; 370 275 276; 371 276 277; 372 277 101; 373 278 279;

374 279 280; 375 280 281; 376 281 282; 377 282 102; 378 283 284; 379 284 285;

380 285 286; 381 286 287; 382 287 103; 383 288 289; 384 289 290; 385 290 291;

386 291 292; 387 292 104; 388 293 294; 389 294 295; 390 295 296; 391 296 297;

392 297 105; 393 298 299; 394 299 300; 395 300 301; 396 301 302; 397 302 106;

398 303 304; 399 304 305; 400 305 306; 401 306 307; 402 307 107; 403 308 309;

404 309 310; 405 310 311; 406 311 312; 407 312 108; 408 313 314; 409 314 315;

410 315 316; 411 316 317; 412 317 109; 413 318 319; 414 319 320; 415 320 321;

416 321 322; 417 322 110; 418 323 324; 419 324 325; 420 325 326; 421 326 327;

422 327 111; 423 328 329; 424 329 330; 425 330 331; 426 331 332; 427 332 112;

428 333 334; 429 334 335; 430 335 336; 431 336 337; 432 337 113; 433 338 339;

434 339 340; 435 340 341; 436 341 342; 437 342 114; 438 343 344; 439 344 345;

440 345 346; 441 346 347; 442 347 115; 443 348 349; 444 349 350; 445 350 351;

446 351 352; 447 352 116; 448 353 354; 449 354 355; 450 355 356; 451 356 357;

452 357 117; 453 358 359; 454 359 360; 455 360 361; 456 361 362; 457 362 118;

458 363 364; 459 364 365; 460 365 366; 461 366 367; 462 367 119; 463 368 369;

464 369 370; 465 370 371; 466 371 372; 467 372 120; 468 373 374; 469 374 375;

470 375 376; 471 376 377; 472 377 121; 473 378 379; 474 379 380; 475 380 381;

476 381 382; 477 382 122; 478 383 384; 479 384 385; 480 385 386; 481 386 387;

482 387 123; 483 388 389; 484 389 390; 485 390 391; 486 391 392; 487 392 124;

488 393 394; 489 394 395; 490 395 396; 491 396 397; 492 397 125; 493 398 399;

494 399 400; 495 400 401; 496 401 402; 497 402 126; 498 403 404; 499 404 405;

500 405 406; 501 406 407; 502 407 127; 503 408 409; 504 409 410; 505 410 411;

506 411 412; 507 412 128; 508 413 414; 509 414 415; 510 415 416; 511 416 417;

512 417 129; 513 418 419; 514 419 420; 515 420 421; 516 421 422; 517 422 130;

518 423 424; 519 424 425; 520 425 426; 521 426 427; 522 427 131; 523 428 429;

524 429 430; 525 430 431; 526 431 432; 527 432 132; 528 433 434; 529 434 435;

530 435 436; 531 436 437; 532 437 133; 533 438 439; 534 439 440; 535 440 441;

536 441 442; 537 442 134; 538 443 444; 539 444 445; 540 445 446; 541 446 447;

542 447 135; 543 448 449; 544 449 450; 545 450 451; 546 451 452; 547 452 136;

548 453 454; 549 454 455; 550 455 456; 551 456 457; 552 457 137; 553 458 459;

22

554 459 460; 555 460 461; 556 461 462; 557 462 138; 558 463 464; 559 464 465;

560 465 466; 561 466 467; 562 467 139; 563 468 469; 564 469 470; 565 470 471;

566 471 472; 567 472 140; 568 473 474; 569 474 475; 570 475 476; 571 476 477;

572 477 141; 573 478 479; 574 479 480; 575 480 481; 576 481 482; 577 482 142;

578 483 484; 579 484 485; 580 485 486; 581 486 487; 582 487 143; 583 488 489;

584 489 490; 585 490 491; 586 491 492; 587 492 144; 588 493 494; 589 494 495;

590 495 496; 591 496 497; 592 497 145; 593 498 499; 594 499 500; 595 500 501;

596 501 502; 597 502 146; 598 503 504; 599 504 505; 600 505 506; 601 506 507;

602 507 147; 603 56 193; 604 57 194; 605 58 195; 606 59 196; 607 60 197;

608 75 298; 609 76 299; 610 77 300; 611 78 301; 612 79 302; 613 80 403;

614 81 404; 615 82 405; 616 83 406; 617 84 407; 618 148 228; 619 149 229;

620 150 230; 621 151 231; 622 152 232; 623 163 333; 624 164 334; 625 165 335;

626 166 336; 627 167 337; 628 178 438; 629 179 439; 630 180 440; 631 181 441;

632 182 442; 633 153 263; 634 154 264; 635 155 265; 636 156 266; 637 157 267;

638 168 368; 639 169 369; 640 170 370; 641 171 371; 642 172 372; 643 183 473;

644 184 474; 645 185 475; 646 186 476; 647 187 477; 648 193 198; 649 198 203;

650 203 208; 651 208 213; 652 213 218; 653 218 223; 654 223 148; 655 194 199;

656 199 204; 657 204 209; 658 209 214; 659 214 219; 660 219 224; 661 224 149;

662 195 200; 663 200 205; 664 205 210; 665 210 215; 666 215 220; 667 220 225;

668 225 150; 669 196 201; 670 201 206; 671 206 211; 672 211 216; 673 216 221;

674 221 226; 675 226 151; 676 197 202; 677 202 207; 678 207 212; 679 212 217;

680 217 222; 681 222 227; 682 227 152; 683 298 303; 684 303 308; 685 308 313;

686 313 318; 687 318 323; 688 323 328; 689 328 163; 690 299 304; 691 304 309;

692 309 314; 693 314 319; 694 319 324; 695 324 329; 696 329 164; 697 300 305;

698 305 310; 699 310 315; 700 315 320; 701 320 325; 702 325 330; 703 330 165;

704 301 306; 705 306 311; 706 311 316; 707 316 321; 708 321 326; 709 326 331;

710 331 166; 711 302 307; 712 307 312; 713 312 317; 714 317 322; 715 322 327;

716 327 332; 717 332 167; 718 403 408; 719 408 413; 720 413 418; 721 418 423;

722 423 428; 723 428 433; 724 433 178; 725 404 409; 726 409 414; 727 414 419;

728 419 424; 729 424 429; 730 429 434; 731 434 179; 732 405 410; 733 410 415;

734 415 420; 735 420 425; 736 425 430; 737 430 435; 738 435 180; 739 406 411;

740 411 416; 741 416 421; 742 421 426; 743 426 431; 744 431 436; 745 436 181;

746 407 412; 747 412 417; 748 417 422; 749 422 427; 750 427 432; 751 432 437;

752 437 182; 753 228 233; 754 233 238; 755 238 243; 756 243 248; 757 248 253;

758 253 258; 759 258 153; 760 229 234; 761 234 239; 762 239 244; 763 244 249;

764 249 254; 765 254 259; 766 259 154; 767 230 235; 768 235 240; 769 240 245;

770 245 250; 771 250 255; 772 255 260; 773 260 155; 774 231 236; 775 236 241;

776 241 246; 777 246 251; 778 251 256; 779 256 261; 780 261 156; 781 232 237;

782 237 242; 783 242 247; 784 247 252; 785 252 257; 786 257 262; 787 262 157;

788 333 338; 789 338 343; 790 343 348; 791 348 353; 792 353 358; 793 358 363;

794 363 168; 795 334 339; 796 339 344; 797 344 349; 798 349 354; 799 354 359;

800 359 364; 801 364 169; 802 335 340; 803 340 345; 804 345 350; 805 350 355;

806 355 360; 807 360 365; 808 365 170; 809 336 341; 810 341 346; 811 346 351;

812 351 356; 813 356 361; 814 361 366; 815 366 171; 816 337 342; 817 342 347;

818 347 352; 819 352 357; 820 357 362; 821 362 367; 822 367 172; 823 438 443;

824 443 448; 825 448 453; 826 453 458; 827 458 463; 828 463 468; 829 468 183;

830 439 444; 831 444 449; 832 449 454; 833 454 459; 834 459 464; 835 464 469;

836 469 184; 837 440 445; 838 445 450; 839 450 455; 840 455 460; 841 460 465;

842 465 470; 843 470 185; 844 441 446; 845 446 451; 846 451 456; 847 456 461;

848 461 466; 849 466 471; 850 471 186; 851 442 447; 852 447 452; 853 452 457;

854 457 462; 855 462 467; 856 467 472; 857 472 187; 858 263 268; 859 268 273;

860 273 278; 861 278 283; 862 283 288; 863 288 293; 864 293 158; 865 264 269;

866 269 274; 867 274 279; 868 279 284; 869 284 289; 870 289 294; 871 294 159;

872 265 270; 873 270 275; 874 275 280; 875 280 285; 876 285 290; 877 290 295;

878 295 160; 879 266 271; 880 271 276; 881 276 281; 882 281 286; 883 286 291;

884 291 296; 885 296 161; 886 267 272; 887 272 277; 888 277 282; 889 282 287;

890 287 292; 891 292 297; 892 297 162; 893 368 373; 894 373 378; 895 378 383;

896 383 388; 897 388 393; 898 393 398; 899 398 173; 900 369 374; 901 374 379;

902 379 384; 903 384 389; 904 389 394; 905 394 399; 906 399 174; 907 370 375;

908 375 380; 909 380 385; 910 385 390; 911 390 395; 912 395 400; 913 400 175;

914 371 376; 915 376 381; 916 381 386; 917 386 391; 918 391 396; 919 396 401;

920 401 176; 921 372 377; 922 377 382; 923 382 387; 924 387 392; 925 392 397;

926 397 402; 927 402 177; 928 473 478; 929 478 483; 930 483 488; 931 488 493;

23

932 493 498; 933 498 503; 934 503 188; 935 474 479; 936 479 484; 937 484 489;

938 489 494; 939 494 499; 940 499 504; 941 504 189; 942 475 480; 943 480 485;

944 485 490; 945 490 495; 946 495 500; 947 500 505; 948 505 190; 949 476 481;

950 481 486; 951 486 491; 952 491 496; 953 496 501; 954 501 506; 955 506 191;

956 477 482; 957 482 487; 958 487 492; 959 492 497; 960 497 502; 961 502 507;

962 507 192; 963 508 524; 964 509 536; 965 510 543; 966 520 602; 967 521 609;

968 522 616; 969 508 531; 970 509 623; 971 510 628; 972 511 633; 973 512 550;

974 513 638; 975 514 643; 976 515 648; 977 516 555; 978 517 653; 979 518 658;

980 519 663; 981 33 508; 982 37 512; 983 41 516; 984 45 520; 985 34 509;

986 38 513; 987 42 517; 988 46 521; 989 35 510; 990 39 514; 991 43 518;

992 47 522; 993 36 511; 994 40 515; 995 44 519; 996 48 523; 997 512 560;

998 516 581; 999 513 567; 1000 517 588; 1001 514 574; 1002 518 595;

1003 524 525; 1004 525 526; 1005 526 527; 1006 527 528; 1007 528 529;

1008 529 530; 1009 530 509; 1010 531 532; 1011 532 533; 1012 533 534;

1013 534 535; 1014 535 512; 1015 536 537; 1016 537 538; 1017 538 539;

1018 539 540; 1019 540 541; 1020 541 542; 1021 542 510; 1022 543 544;

1023 544 545; 1024 545 546; 1025 546 547; 1026 547 548; 1027 548 549;

1028 549 511; 1029 550 551; 1030 551 552; 1031 552 553; 1032 553 554;

1033 554 516; 1034 555 556; 1035 556 557; 1036 557 558; 1037 558 559;

1038 559 520; 1039 560 561; 1040 524 668; 1041 561 562; 1042 525 673;

1043 562 563; 1044 526 678; 1045 563 564; 1046 527 683; 1047 564 565;

1048 528 688; 1049 565 566; 1050 529 693; 1051 566 513; 1052 530 698;

1053 567 568; 1054 536 703; 1055 568 569; 1056 537 708; 1057 569 570;

1058 538 713; 1059 570 571; 1060 539 718; 1061 571 572; 1062 540 723;

1063 572 573; 1064 541 728; 1065 573 514; 1066 542 733; 1067 574 575;

1068 543 738; 1069 575 576; 1070 544 743; 1071 576 577; 1072 545 748;

1073 577 578; 1074 546 753; 1075 578 579; 1076 547 758; 1077 579 580;

1078 548 763; 1079 580 515; 1080 549 768; 1081 581 582; 1082 560 773;

1083 582 583; 1084 561 778; 1085 583 584; 1086 562 783; 1087 584 585;

1088 563 788; 1089 585 586; 1090 564 793; 1091 586 587; 1092 565 798;

1093 587 517; 1094 566 803; 1095 588 589; 1096 567 808; 1097 589 590;

1098 568 813; 1099 590 591; 1100 569 818; 1101 591 592; 1102 570 823;

1103 592 593; 1104 571 828; 1105 593 594; 1106 572 833; 1107 594 518;

1108 573 838; 1109 595 596; 1110 574 843; 1111 596 597; 1112 575 848;

1113 597 598; 1114 576 853; 1115 598 599; 1116 577 858; 1117 599 600;

1118 578 863; 1119 600 601; 1120 579 868; 1121 601 519; 1122 580 873;

1123 602 603; 1124 581 878; 1125 603 604; 1126 582 883; 1127 604 605;

1128 583 888; 1129 605 606; 1130 584 893; 1131 606 607; 1132 585 898;

1133 607 608; 1134 586 903; 1135 608 521; 1136 587 908; 1137 609 610;

1138 588 913; 1139 610 611; 1140 589 918; 1141 611 612; 1142 590 923;

1143 612 613; 1144 591 928; 1145 613 614; 1146 592 933; 1147 614 615;

1148 593 938; 1149 615 522; 1150 594 943; 1151 616 617; 1152 595 948;

1153 617 618; 1154 596 953; 1155 618 619; 1156 597 958; 1157 619 620;

1158 598 963; 1159 620 621; 1160 599 968; 1161 621 622; 1162 600 973;

1163 622 523; 1164 601 978; 1165 623 624; 1166 624 625; 1167 625 626;

1168 626 627; 1169 627 513; 1170 628 629; 1171 629 630; 1172 630 631;

1173 631 632; 1174 632 514; 1175 633 634; 1176 634 635; 1177 635 636;

1178 636 637; 1179 637 515; 1180 638 639; 1181 639 640; 1182 640 641;

1183 641 642; 1184 642 517; 1185 643 644; 1186 644 645; 1187 645 646;

1188 646 647; 1189 647 518; 1190 648 649; 1191 649 650; 1192 650 651;

1193 651 652; 1194 652 519; 1195 653 654; 1196 654 655; 1197 655 656;

1198 656 657; 1199 657 521; 1200 658 659; 1201 659 660; 1202 660 661;

1203 661 662; 1204 662 522; 1205 663 664; 1206 664 665; 1207 665 666;

1208 666 667; 1209 667 523; 1210 668 669; 1211 669 670; 1212 670 671;

1213 671 672; 1214 672 560; 1215 673 674; 1216 674 675; 1217 675 676;

1218 676 677; 1219 677 561; 1220 678 679; 1221 679 680; 1222 680 681;

1223 681 682; 1224 682 562; 1225 683 684; 1226 684 685; 1227 685 686;

1228 686 687; 1229 687 563; 1230 688 689; 1231 689 690; 1232 690 691;

1233 691 692; 1234 692 564; 1235 693 694; 1236 694 695; 1237 695 696;

1238 696 697; 1239 697 565; 1240 698 699; 1241 699 700; 1242 700 701;

1243 701 702; 1244 702 566; 1245 703 704; 1246 704 705; 1247 705 706;

1248 706 707; 1249 707 567; 1250 708 709; 1251 709 710; 1252 710 711;

1253 711 712; 1254 712 568; 1255 713 714; 1256 714 715; 1257 715 716;

24

1258 716 717; 1259 717 569; 1260 718 719; 1261 719 720; 1262 720 721;

1263 721 722; 1264 722 570; 1265 723 724; 1266 724 725; 1267 725 726;

1268 726 727; 1269 727 571; 1270 728 729; 1271 729 730; 1272 730 731;

1273 731 732; 1274 732 572; 1275 733 734; 1276 734 735; 1277 735 736;

1278 736 737; 1279 737 573; 1280 738 739; 1281 739 740; 1282 740 741;

1283 741 742; 1284 742 574; 1285 743 744; 1286 744 745; 1287 745 746;

1288 746 747; 1289 747 575; 1290 748 749; 1291 749 750; 1292 750 751;

1293 751 752; 1294 752 576; 1295 753 754; 1296 754 755; 1297 755 756;

1298 756 757; 1299 757 577; 1300 758 759; 1301 759 760; 1302 760 761;

1303 761 762; 1304 762 578; 1305 763 764; 1306 764 765; 1307 765 766;

1308 766 767; 1309 767 579; 1310 768 769; 1311 769 770; 1312 770 771;

1313 771 772; 1314 772 580; 1315 773 774; 1316 774 775; 1317 775 776;

1318 776 777; 1319 777 581; 1320 778 779; 1321 779 780; 1322 780 781;

1323 781 782; 1324 782 582; 1325 783 784; 1326 784 785; 1327 785 786;

1328 786 787; 1329 787 583; 1330 788 789; 1331 789 790; 1332 790 791;

1333 791 792; 1334 792 584; 1335 793 794; 1336 794 795; 1337 795 796;

1338 796 797; 1339 797 585; 1340 798 799; 1341 799 800; 1342 800 801;

1343 801 802; 1344 802 586; 1345 803 804; 1346 804 805; 1347 805 806;

1348 806 807; 1349 807 587; 1350 808 809; 1351 809 810; 1352 810 811;

1353 811 812; 1354 812 588; 1355 813 814; 1356 814 815; 1357 815 816;

1358 816 817; 1359 817 589; 1360 818 819; 1361 819 820; 1362 820 821;

1363 821 822; 1364 822 590; 1365 823 824; 1366 824 825; 1367 825 826;

1368 826 827; 1369 827 591; 1370 828 829; 1371 829 830; 1372 830 831;

1373 831 832; 1374 832 592; 1375 833 834; 1376 834 835; 1377 835 836;

1378 836 837; 1379 837 593; 1380 838 839; 1381 839 840; 1382 840 841;

1383 841 842; 1384 842 594; 1385 843 844; 1386 844 845; 1387 845 846;

1388 846 847; 1389 847 595; 1390 848 849; 1391 849 850; 1392 850 851;

1393 851 852; 1394 852 596; 1395 853 854; 1396 854 855; 1397 855 856;

1398 856 857; 1399 857 597; 1400 858 859; 1401 859 860; 1402 860 861;

1403 861 862; 1404 862 598; 1405 863 864; 1406 864 865; 1407 865 866;

1408 866 867; 1409 867 599; 1410 868 869; 1411 869 870; 1412 870 871;

1413 871 872; 1414 872 600; 1415 873 874; 1416 874 875; 1417 875 876;

1418 876 877; 1419 877 601; 1420 878 879; 1421 879 880; 1422 880 881;

1423 881 882; 1424 882 602; 1425 883 884; 1426 884 885; 1427 885 886;

1428 886 887; 1429 887 603; 1430 888 889; 1431 889 890; 1432 890 891;

1433 891 892; 1434 892 604; 1435 893 894; 1436 894 895; 1437 895 896;

1438 896 897; 1439 897 605; 1440 898 899; 1441 899 900; 1442 900 901;

1443 901 902; 1444 902 606; 1445 903 904; 1446 904 905; 1447 905 906;

1448 906 907; 1449 907 607; 1450 908 909; 1451 909 910; 1452 910 911;

1453 911 912; 1454 912 608; 1455 913 914; 1456 914 915; 1457 915 916;

1458 916 917; 1459 917 609; 1460 918 919; 1461 919 920; 1462 920 921;

1463 921 922; 1464 922 610; 1465 923 924; 1466 924 925; 1467 925 926;

1468 926 927; 1469 927 611; 1470 928 929; 1471 929 930; 1472 930 931;

1473 931 932; 1474 932 612; 1475 933 934; 1476 934 935; 1477 935 936;

1478 936 937; 1479 937 613; 1480 938 939; 1481 939 940; 1482 940 941;

1483 941 942; 1484 942 614; 1485 943 944; 1486 944 945; 1487 945 946;

1488 946 947; 1489 947 615; 1490 948 949; 1491 949 950; 1492 950 951;

1493 951 952; 1494 952 616; 1495 953 954; 1496 954 955; 1497 955 956;

1498 956 957; 1499 957 617; 1500 958 959; 1501 959 960; 1502 960 961;

1503 961 962; 1504 962 618; 1505 963 964; 1506 964 965; 1507 965 966;

1508 966 967; 1509 967 619; 1510 968 969; 1511 969 970; 1512 970 971;

1513 971 972; 1514 972 620; 1515 973 974; 1516 974 975; 1517 975 976;

1518 976 977; 1519 977 621; 1520 978 979; 1521 979 980; 1522 980 981;

1523 981 982; 1524 982 622; 1525 531 668; 1526 532 669; 1527 533 670;

1528 534 671; 1529 535 672; 1530 550 773; 1531 551 774; 1532 552 775;

1533 553 776; 1534 554 777; 1535 555 878; 1536 556 879; 1537 557 880;

1538 558 881; 1539 559 882; 1540 623 703; 1541 624 704; 1542 625 705;

1543 626 706; 1544 627 707; 1545 638 808; 1546 639 809; 1547 640 810;

1548 641 811; 1549 642 812; 1550 653 913; 1551 654 914; 1552 655 915;

1553 656 916; 1554 657 917; 1555 628 738; 1556 629 739; 1557 630 740;

1558 631 741; 1559 632 742; 1560 643 843; 1561 644 844; 1562 645 845;

1563 646 846; 1564 647 847; 1565 658 948; 1566 659 949; 1567 660 950;

1568 661 951; 1569 662 952; 1570 668 673; 1571 673 678; 1572 678 683;

25

1573 683 688; 1574 688 693; 1575 693 698; 1576 698 623; 1577 669 674;

1578 674 679; 1579 679 684; 1580 684 689; 1581 689 694; 1582 694 699;

1583 699 624; 1584 670 675; 1585 675 680; 1586 680 685; 1587 685 690;

1588 690 695; 1589 695 700; 1590 700 625; 1591 671 676; 1592 676 681;

1593 681 686; 1594 686 691; 1595 691 696; 1596 696 701; 1597 701 626;

1598 672 677; 1599 677 682; 1600 682 687; 1601 687 692; 1602 692 697;

1603 697 702; 1604 702 627; 1605 773 778; 1606 778 783; 1607 783 788;

1608 788 793; 1609 793 798; 1610 798 803; 1611 803 638; 1612 774 779;

1613 779 784; 1614 784 789; 1615 789 794; 1616 794 799; 1617 799 804;

1618 804 639; 1619 775 780; 1620 780 785; 1621 785 790; 1622 790 795;

1623 795 800; 1624 800 805; 1625 805 640; 1626 776 781; 1627 781 786;

1628 786 791; 1629 791 796; 1630 796 801; 1631 801 806; 1632 806 641;

1633 777 782; 1634 782 787; 1635 787 792; 1636 792 797; 1637 797 802;

1638 802 807; 1639 807 642; 1640 878 883; 1641 883 888; 1642 888 893;

1643 893 898; 1644 898 903; 1645 903 908; 1646 908 653; 1647 879 884;

1648 884 889; 1649 889 894; 1650 894 899; 1651 899 904; 1652 904 909;

1653 909 654; 1654 880 885; 1655 885 890; 1656 890 895; 1657 895 900;

1658 900 905; 1659 905 910; 1660 910 655; 1661 881 886; 1662 886 891;

1663 891 896; 1664 896 901; 1665 901 906; 1666 906 911; 1667 911 656;

1668 882 887; 1669 887 892; 1670 892 897; 1671 897 902; 1672 902 907;

1673 907 912; 1674 912 657; 1675 703 708; 1676 708 713; 1677 713 718;

1678 718 723; 1679 723 728; 1680 728 733; 1681 733 628; 1682 704 709;

1683 709 714; 1684 714 719; 1685 719 724; 1686 724 729; 1687 729 734;

1688 734 629; 1689 705 710; 1690 710 715; 1691 715 720; 1692 720 725;

1693 725 730; 1694 730 735; 1695 735 630; 1696 706 711; 1697 711 716;

1698 716 721; 1699 721 726; 1700 726 731; 1701 731 736; 1702 736 631;

1703 707 712; 1704 712 717; 1705 717 722; 1706 722 727; 1707 727 732;

1708 732 737; 1709 737 632; 1710 808 813; 1711 813 818; 1712 818 823;

1713 823 828; 1714 828 833; 1715 833 838; 1716 838 643; 1717 809 814;

1718 814 819; 1719 819 824; 1720 824 829; 1721 829 834; 1722 834 839;

1723 839 644; 1724 810 815; 1725 815 820; 1726 820 825; 1727 825 830;

1728 830 835; 1729 835 840; 1730 840 645; 1731 811 816; 1732 816 821;

1733 821 826; 1734 826 831; 1735 831 836; 1736 836 841; 1737 841 646;

1738 812 817; 1739 817 822; 1740 822 827; 1741 827 832; 1742 832 837;

1743 837 842; 1744 842 647; 1745 913 918; 1746 918 923; 1747 923 928;

1748 928 933; 1749 933 938; 1750 938 943; 1751 943 658; 1752 914 919;

1753 919 924; 1754 924 929; 1755 929 934; 1756 934 939; 1757 939 944;

1758 944 659; 1759 915 920; 1760 920 925; 1761 925 930; 1762 930 935;

1763 935 940; 1764 940 945; 1765 945 660; 1766 916 921; 1767 921 926;

1768 926 931; 1769 931 936; 1770 936 941; 1771 941 946; 1772 946 661;

1773 917 922; 1774 922 927; 1775 927 932; 1776 932 937; 1777 937 942;

1778 942 947; 1779 947 662; 1780 738 743; 1781 743 748; 1782 748 753;

1783 753 758; 1784 758 763; 1785 763 768; 1786 768 633; 1787 739 744;

1788 744 749; 1789 749 754; 1790 754 759; 1791 759 764; 1792 764 769;

1793 769 634; 1794 740 745; 1795 745 750; 1796 750 755; 1797 755 760;

1798 760 765; 1799 765 770; 1800 770 635; 1801 741 746; 1802 746 751;

1803 751 756; 1804 756 761; 1805 761 766; 1806 766 771; 1807 771 636;

1808 742 747; 1809 747 752; 1810 752 757; 1811 757 762; 1812 762 767;

1813 767 772; 1814 772 637; 1815 843 848; 1816 848 853; 1817 853 858;

1818 858 863; 1819 863 868; 1820 868 873; 1821 873 648; 1822 844 849;

1823 849 854; 1824 854 859; 1825 859 864; 1826 864 869; 1827 869 874;

1828 874 649; 1829 845 850; 1830 850 855; 1831 855 860; 1832 860 865;

1833 865 870; 1834 870 875; 1835 875 650; 1836 846 851; 1837 851 856;

1838 856 861; 1839 861 866; 1840 866 871; 1841 871 876; 1842 876 651;

1843 847 852; 1844 852 857; 1845 857 862; 1846 862 867; 1847 867 872;

1848 872 877; 1849 877 652; 1850 948 953; 1851 953 958; 1852 958 963;

1853 963 968; 1854 968 973; 1855 973 978; 1856 978 663; 1857 949 954;

1858 954 959; 1859 959 964; 1860 964 969; 1861 969 974; 1862 974 979;

1863 979 664; 1864 950 955; 1865 955 960; 1866 960 965; 1867 965 970;

1868 970 975; 1869 975 980; 1870 980 665; 1871 951 956; 1872 956 961;

1873 961 966; 1874 966 971; 1875 971 976; 1876 976 981; 1877 981 666;

1878 952 957; 1879 957 962; 1880 962 967; 1881 967 972; 1882 972 977;

1883 977 982; 1884 982 667; 1885 983 999; 1886 984 1011; 1887 985 1018;

26

1888 995 1077; 1889 996 1084; 1890 997 1091; 1891 983 1006; 1892 984 1098;

1893 985 1103; 1894 986 1108; 1895 987 1025; 1896 988 1113; 1897 989 1118;

1898 990 1123; 1899 991 1030; 1900 992 1128; 1901 993 1133; 1902 994 1138;

1903 508 983; 1904 512 987; 1905 516 991; 1906 520 995; 1907 509 984;

1908 513 988; 1909 517 992; 1910 521 996; 1911 510 985; 1912 514 989;

1913 518 993; 1914 522 997; 1915 511 986; 1916 515 990; 1917 519 994;

1918 523 998; 1919 987 1035; 1920 991 1056; 1921 988 1042; 1922 992 1063;

1923 989 1049; 1924 993 1070; 1925 999 1000; 1926 1000 1001; 1927 1001 1002;

1928 1002 1003; 1929 1003 1004; 1930 1004 1005; 1931 1005 984; 1932 1006 1007;

1933 1007 1008; 1934 1008 1009; 1935 1009 1010; 1936 1010 987; 1937 1011 1012;

1938 1012 1013; 1939 1013 1014; 1940 1014 1015; 1941 1015 1016; 1942 1016 1017;

1943 1017 985; 1944 1018 1019; 1945 1019 1020; 1946 1020 1021; 1947 1021 1022;

1948 1022 1023; 1949 1023 1024; 1950 1024 986; 1951 1025 1026; 1952 1026 1027;

1953 1027 1028; 1954 1028 1029; 1955 1029 991; 1956 1030 1031; 1957 1031 1032;

1958 1032 1033; 1959 1033 1034; 1960 1034 995; 1961 1035 1036; 1962 999 1143;

1963 1036 1037; 1964 1000 1148; 1965 1037 1038; 1966 1001 1153; 1967 1038 1039;

1968 1002 1158; 1969 1039 1040; 1970 1003 1163; 1971 1040 1041; 1972 1004 1168;

1973 1041 988; 1974 1005 1173; 1975 1042 1043; 1976 1011 1178; 1977 1043 1044;

1978 1012 1183; 1979 1044 1045; 1980 1013 1188; 1981 1045 1046; 1982 1014 1193;

1983 1046 1047; 1984 1015 1198; 1985 1047 1048; 1986 1016 1203; 1987 1048 989;

1988 1017 1208; 1989 1049 1050; 1990 1018 1213; 1991 1050 1051; 1992 1019 1218;

1993 1051 1052; 1994 1020 1223; 1995 1052 1053; 1996 1021 1228; 1997 1053 1054;

1998 1022 1233; 1999 1054 1055; 2000 1023 1238; 2001 1055 990; 2002 1024 1243;

2003 1056 1057; 2004 1035 1248; 2005 1057 1058; 2006 1036 1253; 2007 1058 1059;

2008 1037 1258; 2009 1059 1060; 2010 1038 1263; 2011 1060 1061; 2012 1039 1268;

2013 1061 1062; 2014 1040 1273; 2015 1062 992; 2016 1041 1278; 2017 1063 1064;

2018 1042 1283; 2019 1064 1065; 2020 1043 1288; 2021 1065 1066; 2022 1044 1293;

2023 1066 1067; 2024 1045 1298; 2025 1067 1068; 2026 1046 1303; 2027 1068 1069;

2028 1047 1308; 2029 1069 993; 2030 1048 1313; 2031 1070 1071; 2032 1049 1318;

2033 1071 1072; 2034 1050 1323; 2035 1072 1073; 2036 1051 1328; 2037 1073 1074;

2038 1052 1333; 2039 1074 1075; 2040 1053 1338; 2041 1075 1076; 2042 1054 1343;

2043 1076 994; 2044 1055 1348; 2045 1077 1078; 2046 1056 1353; 2047 1078 1079;

2048 1057 1358; 2049 1079 1080; 2050 1058 1363; 2051 1080 1081; 2052 1059 1368;

2053 1081 1082; 2054 1060 1373; 2055 1082 1083; 2056 1061 1378; 2057 1083 996;

2058 1062 1383; 2059 1084 1085; 2060 1063 1388; 2061 1085 1086; 2062 1064 1393;

2063 1086 1087; 2064 1065 1398; 2065 1087 1088; 2066 1066 1403; 2067 1088 1089;

2068 1067 1408; 2069 1089 1090; 2070 1068 1413; 2071 1090 997; 2072 1069 1418;

2073 1091 1092; 2074 1070 1423; 2075 1092 1093; 2076 1071 1428; 2077 1093 1094;

2078 1072 1433; 2079 1094 1095; 2080 1073 1438; 2081 1095 1096; 2082 1074 1443;

2083 1096 1097; 2084 1075 1448; 2085 1097 998; 2086 1076 1453; 2087 1098 1099;

2088 1099 1100; 2089 1100 1101; 2090 1101 1102; 2091 1102 988; 2092 1103 1104;

2093 1104 1105; 2094 1105 1106; 2095 1106 1107; 2096 1107 989; 2097 1108 1109;

2098 1109 1110; 2099 1110 1111; 2100 1111 1112; 2101 1112 990; 2102 1113 1114;

2103 1114 1115; 2104 1115 1116; 2105 1116 1117; 2106 1117 992; 2107 1118 1119;

2108 1119 1120; 2109 1120 1121; 2110 1121 1122; 2111 1122 993; 2112 1123 1124;

2113 1124 1125; 2114 1125 1126; 2115 1126 1127; 2116 1127 994; 2117 1128 1129;

2118 1129 1130; 2119 1130 1131; 2120 1131 1132; 2121 1132 996; 2122 1133 1134;

2123 1134 1135; 2124 1135 1136; 2125 1136 1137; 2126 1137 997; 2127 1138 1139;

2128 1139 1140; 2129 1140 1141; 2130 1141 1142; 2131 1142 998; 2132 1143 1144;

2133 1144 1145; 2134 1145 1146; 2135 1146 1147; 2136 1147 1035; 2137 1148 1149;

2138 1149 1150; 2139 1150 1151; 2140 1151 1152; 2141 1152 1036; 2142 1153 1154;

2143 1154 1155; 2144 1155 1156; 2145 1156 1157; 2146 1157 1037; 2147 1158 1159;

2148 1159 1160; 2149 1160 1161; 2150 1161 1162; 2151 1162 1038; 2152 1163 1164;

2153 1164 1165; 2154 1165 1166; 2155 1166 1167; 2156 1167 1039; 2157 1168 1169;

2158 1169 1170; 2159 1170 1171; 2160 1171 1172; 2161 1172 1040; 2162 1173 1174;

2163 1174 1175; 2164 1175 1176; 2165 1176 1177; 2166 1177 1041; 2167 1178 1179;

2168 1179 1180; 2169 1180 1181; 2170 1181 1182; 2171 1182 1042; 2172 1183 1184;

2173 1184 1185; 2174 1185 1186; 2175 1186 1187; 2176 1187 1043; 2177 1188 1189;

2178 1189 1190; 2179 1190 1191; 2180 1191 1192; 2181 1192 1044; 2182 1193 1194;

2183 1194 1195; 2184 1195 1196; 2185 1196 1197; 2186 1197 1045; 2187 1198 1199;

2188 1199 1200; 2189 1200 1201; 2190 1201 1202; 2191 1202 1046; 2192 1203 1204;

2193 1204 1205; 2194 1205 1206; 2195 1206 1207; 2196 1207 1047; 2197 1208 1209;

2198 1209 1210; 2199 1210 1211; 2200 1211 1212; 2201 1212 1048; 2202 1213 1214;

27

2203 1214 1215; 2204 1215 1216; 2205 1216 1217; 2206 1217 1049; 2207 1218 1219;

2208 1219 1220; 2209 1220 1221; 2210 1221 1222; 2211 1222 1050; 2212 1223 1224;

2213 1224 1225; 2214 1225 1226; 2215 1226 1227; 2216 1227 1051; 2217 1228 1229;

2218 1229 1230; 2219 1230 1231; 2220 1231 1232; 2221 1232 1052; 2222 1233 1234;

2223 1234 1235; 2224 1235 1236; 2225 1236 1237; 2226 1237 1053; 2227 1238 1239;

2228 1239 1240; 2229 1240 1241; 2230 1241 1242; 2231 1242 1054; 2232 1243 1244;

2233 1244 1245; 2234 1245 1246; 2235 1246 1247; 2236 1247 1055; 2237 1248 1249;

2238 1249 1250; 2239 1250 1251; 2240 1251 1252; 2241 1252 1056; 2242 1253 1254;

2243 1254 1255; 2244 1255 1256; 2245 1256 1257; 2246 1257 1057; 2247 1258 1259;

2248 1259 1260; 2249 1260 1261; 2250 1261 1262; 2251 1262 1058; 2252 1263 1264;

2253 1264 1265; 2254 1265 1266; 2255 1266 1267; 2256 1267 1059; 2257 1268 1269;

2258 1269 1270; 2259 1270 1271; 2260 1271 1272; 2261 1272 1060; 2262 1273 1274;

2263 1274 1275; 2264 1275 1276; 2265 1276 1277; 2266 1277 1061; 2267 1278 1279;

2268 1279 1280; 2269 1280 1281; 2270 1281 1282; 2271 1282 1062; 2272 1283 1284;

2273 1284 1285; 2274 1285 1286; 2275 1286 1287; 2276 1287 1063; 2277 1288 1289;

2278 1289 1290; 2279 1290 1291; 2280 1291 1292; 2281 1292 1064; 2282 1293 1294;

2283 1294 1295; 2284 1295 1296; 2285 1296 1297; 2286 1297 1065; 2287 1298 1299;

2288 1299 1300; 2289 1300 1301; 2290 1301 1302; 2291 1302 1066; 2292 1303 1304;

2293 1304 1305; 2294 1305 1306; 2295 1306 1307; 2296 1307 1067; 2297 1308 1309;

2298 1309 1310; 2299 1310 1311; 2300 1311 1312; 2301 1312 1068; 2302 1313 1314;

2303 1314 1315; 2304 1315 1316; 2305 1316 1317; 2306 1317 1069; 2307 1318 1319;

2308 1319 1320; 2309 1320 1321; 2310 1321 1322; 2311 1322 1070; 2312 1323 1324;

2313 1324 1325; 2314 1325 1326; 2315 1326 1327; 2316 1327 1071; 2317 1328 1329;

2318 1329 1330; 2319 1330 1331; 2320 1331 1332; 2321 1332 1072; 2322 1333 1334;

2323 1334 1335; 2324 1335 1336; 2325 1336 1337; 2326 1337 1073; 2327 1338 1339;

2328 1339 1340; 2329 1340 1341; 2330 1341 1342; 2331 1342 1074; 2332 1343 1344;

2333 1344 1345; 2334 1345 1346; 2335 1346 1347; 2336 1347 1075; 2337 1348 1349;

2338 1349 1350; 2339 1350 1351; 2340 1351 1352; 2341 1352 1076; 2342 1353 1354;

2343 1354 1355; 2344 1355 1356; 2345 1356 1357; 2346 1357 1077; 2347 1358 1359;

2348 1359 1360; 2349 1360 1361; 2350 1361 1362; 2351 1362 1078; 2352 1363 1364;

2353 1364 1365; 2354 1365 1366; 2355 1366 1367; 2356 1367 1079; 2357 1368 1369;

2358 1369 1370; 2359 1370 1371; 2360 1371 1372; 2361 1372 1080; 2362 1373 1374;

2363 1374 1375; 2364 1375 1376; 2365 1376 1377; 2366 1377 1081; 2367 1378 1379;

2368 1379 1380; 2369 1380 1381; 2370 1381 1382; 2371 1382 1082; 2372 1383 1384;

2373 1384 1385; 2374 1385 1386; 2375 1386 1387; 2376 1387 1083; 2377 1388 1389;

2378 1389 1390; 2379 1390 1391; 2380 1391 1392; 2381 1392 1084; 2382 1393 1394;

2383 1394 1395; 2384 1395 1396; 2385 1396 1397; 2386 1397 1085; 2387 1398 1399;

2388 1399 1400; 2389 1400 1401; 2390 1401 1402; 2391 1402 1086; 2392 1403 1404;

2393 1404 1405; 2394 1405 1406; 2395 1406 1407; 2396 1407 1087; 2397 1408 1409;

2398 1409 1410; 2399 1410 1411; 2400 1411 1412; 2401 1412 1088; 2402 1413 1414;

2403 1414 1415; 2404 1415 1416; 2405 1416 1417; 2406 1417 1089; 2407 1418 1419;

2408 1419 1420; 2409 1420 1421; 2410 1421 1422; 2411 1422 1090; 2412 1423 1424;

2413 1424 1425; 2414 1425 1426; 2415 1426 1427; 2416 1427 1091; 2417 1428 1429;

2418 1429 1430; 2419 1430 1431; 2420 1431 1432; 2421 1432 1092; 2422 1433 1434;

2423 1434 1435; 2424 1435 1436; 2425 1436 1437; 2426 1437 1093; 2427 1438 1439;

2428 1439 1440; 2429 1440 1441; 2430 1441 1442; 2431 1442 1094; 2432 1443 1444;

2433 1444 1445; 2434 1445 1446; 2435 1446 1447; 2436 1447 1095; 2437 1448 1449;

2438 1449 1450; 2439 1450 1451; 2440 1451 1452; 2441 1452 1096; 2442 1453 1454;

2443 1454 1455; 2444 1455 1456; 2445 1456 1457; 2446 1457 1097; 2447 1006 1143;

2448 1007 1144; 2449 1008 1145; 2450 1009 1146; 2451 1010 1147; 2452 1025 1248;

2453 1026 1249; 2454 1027 1250; 2455 1028 1251; 2456 1029 1252; 2457 1030 1353;

2458 1031 1354; 2459 1032 1355; 2460 1033 1356; 2461 1034 1357; 2462 1098 1178;

2463 1099 1179; 2464 1100 1180; 2465 1101 1181; 2466 1102 1182; 2467 1113 1283;

2468 1114 1284; 2469 1115 1285; 2470 1116 1286; 2471 1117 1287; 2472 1128 1388;

2473 1129 1389; 2474 1130 1390; 2475 1131 1391; 2476 1132 1392; 2477 1103 1213;

2478 1104 1214; 2479 1105 1215; 2480 1106 1216; 2481 1107 1217; 2482 1118 1318;

2483 1119 1319; 2484 1120 1320; 2485 1121 1321; 2486 1122 1322; 2487 1133 1423;

2488 1134 1424; 2489 1135 1425; 2490 1136 1426; 2491 1137 1427; 2492 1143 1148;

2493 1148 1153; 2494 1153 1158; 2495 1158 1163; 2496 1163 1168; 2497 1168 1173;

2498 1173 1098; 2499 1144 1149; 2500 1149 1154; 2501 1154 1159; 2502 1159 1164;

2503 1164 1169; 2504 1169 1174; 2505 1174 1099; 2506 1145 1150; 2507 1150 1155;

2508 1155 1160; 2509 1160 1165; 2510 1165 1170; 2511 1170 1175; 2512 1175 1100;

2513 1146 1151; 2514 1151 1156; 2515 1156 1161; 2516 1161 1166; 2517 1166 1171;

28

2518 1171 1176; 2519 1176 1101; 2520 1147 1152; 2521 1152 1157; 2522 1157 1162;

2523 1162 1167; 2524 1167 1172; 2525 1172 1177; 2526 1177 1102; 2527 1248 1253;

2528 1253 1258; 2529 1258 1263; 2530 1263 1268; 2531 1268 1273; 2532 1273 1278;

2533 1278 1113; 2534 1249 1254; 2535 1254 1259; 2536 1259 1264; 2537 1264 1269;

2538 1269 1274; 2539 1274 1279; 2540 1279 1114; 2541 1250 1255; 2542 1255 1260;

2543 1260 1265; 2544 1265 1270; 2545 1270 1275; 2546 1275 1280; 2547 1280 1115;

2548 1251 1256; 2549 1256 1261; 2550 1261 1266; 2551 1266 1271; 2552 1271 1276;

2553 1276 1281; 2554 1281 1116; 2555 1252 1257; 2556 1257 1262; 2557 1262 1267;

2558 1267 1272; 2559 1272 1277; 2560 1277 1282; 2561 1282 1117; 2562 1353 1358;

2563 1358 1363; 2564 1363 1368; 2565 1368 1373; 2566 1373 1378; 2567 1378 1383;

2568 1383 1128; 2569 1354 1359; 2570 1359 1364; 2571 1364 1369; 2572 1369 1374;

2573 1374 1379; 2574 1379 1384; 2575 1384 1129; 2576 1355 1360; 2577 1360 1365;

2578 1365 1370; 2579 1370 1375; 2580 1375 1380; 2581 1380 1385; 2582 1385 1130;

2583 1356 1361; 2584 1361 1366; 2585 1366 1371; 2586 1371 1376; 2587 1376 1381;

2588 1381 1386; 2589 1386 1131; 2590 1357 1362; 2591 1362 1367; 2592 1367 1372;

2593 1372 1377; 2594 1377 1382; 2595 1382 1387; 2596 1387 1132; 2597 1178 1183;

2598 1183 1188; 2599 1188 1193; 2600 1193 1198; 2601 1198 1203; 2602 1203 1208;

2603 1208 1103; 2604 1179 1184; 2605 1184 1189; 2606 1189 1194; 2607 1194 1199;

2608 1199 1204; 2609 1204 1209; 2610 1209 1104; 2611 1180 1185; 2612 1185 1190;

2613 1190 1195; 2614 1195 1200; 2615 1200 1205; 2616 1205 1210; 2617 1210 1105;

2618 1181 1186; 2619 1186 1191; 2620 1191 1196; 2621 1196 1201; 2622 1201 1206;

2623 1206 1211; 2624 1211 1106; 2625 1182 1187; 2626 1187 1192; 2627 1192 1197;

2628 1197 1202; 2629 1202 1207; 2630 1207 1212; 2631 1212 1107; 2632 1283 1288;

2633 1288 1293; 2634 1293 1298; 2635 1298 1303; 2636 1303 1308; 2637 1308 1313;

2638 1313 1118; 2639 1284 1289; 2640 1289 1294; 2641 1294 1299; 2642 1299 1304;

2643 1304 1309; 2644 1309 1314; 2645 1314 1119; 2646 1285 1290; 2647 1290 1295;

2648 1295 1300; 2649 1300 1305; 2650 1305 1310; 2651 1310 1315; 2652 1315 1120;

2653 1286 1291; 2654 1291 1296; 2655 1296 1301; 2656 1301 1306; 2657 1306 1311;

2658 1311 1316; 2659 1316 1121; 2660 1287 1292; 2661 1292 1297; 2662 1297 1302;

2663 1302 1307; 2664 1307 1312; 2665 1312 1317; 2666 1317 1122; 2667 1388 1393;

2668 1393 1398; 2669 1398 1403; 2670 1403 1408; 2671 1408 1413; 2672 1413 1418;

2673 1418 1133; 2674 1389 1394; 2675 1394 1399; 2676 1399 1404; 2677 1404 1409;

2678 1409 1414; 2679 1414 1419; 2680 1419 1134; 2681 1390 1395; 2682 1395 1400;

2683 1400 1405; 2684 1405 1410; 2685 1410 1415; 2686 1415 1420; 2687 1420 1135;

2688 1391 1396; 2689 1396 1401; 2690 1401 1406; 2691 1406 1411; 2692 1411 1416;

2693 1416 1421; 2694 1421 1136; 2695 1392 1397; 2696 1397 1402; 2697 1402 1407;

2698 1407 1412; 2699 1412 1417; 2700 1417 1422; 2701 1422 1137; 2702 1213 1218;

2703 1218 1223; 2704 1223 1228; 2705 1228 1233; 2706 1233 1238; 2707 1238 1243;

2708 1243 1108; 2709 1214 1219; 2710 1219 1224; 2711 1224 1229; 2712 1229 1234;

2713 1234 1239; 2714 1239 1244; 2715 1244 1109; 2716 1215 1220; 2717 1220 1225;

2718 1225 1230; 2719 1230 1235; 2720 1235 1240; 2721 1240 1245; 2722 1245 1110;

2723 1216 1221; 2724 1221 1226; 2725 1226 1231; 2726 1231 1236; 2727 1236 1241;

2728 1241 1246; 2729 1246 1111; 2730 1217 1222; 2731 1222 1227; 2732 1227 1232;

2733 1232 1237; 2734 1237 1242; 2735 1242 1247; 2736 1247 1112; 2737 1318 1323;

2738 1323 1328; 2739 1328 1333; 2740 1333 1338; 2741 1338 1343; 2742 1343 1348;

2743 1348 1123; 2744 1319 1324; 2745 1324 1329; 2746 1329 1334; 2747 1334 1339;

2748 1339 1344; 2749 1344 1349; 2750 1349 1124; 2751 1320 1325; 2752 1325 1330;

2753 1330 1335; 2754 1335 1340; 2755 1340 1345; 2756 1345 1350; 2757 1350 1125;

2758 1321 1326; 2759 1326 1331; 2760 1331 1336; 2761 1336 1341; 2762 1341 1346;

2763 1346 1351; 2764 1351 1126; 2765 1322 1327; 2766 1327 1332; 2767 1332 1337;

2768 1337 1342; 2769 1342 1347; 2770 1347 1352; 2771 1352 1127; 2772 1423 1428;

2773 1428 1433; 2774 1433 1438; 2775 1438 1443; 2776 1443 1448; 2777 1448 1453;

2778 1453 1138; 2779 1424 1429; 2780 1429 1434; 2781 1434 1439; 2782 1439 1444;

2783 1444 1449; 2784 1449 1454; 2785 1454 1139; 2786 1425 1430; 2787 1430 1435;

2788 1435 1440; 2789 1440 1445; 2790 1445 1450; 2791 1450 1455; 2792 1455 1140;

2793 1426 1431; 2794 1431 1436; 2795 1436 1441; 2796 1441 1446; 2797 1446 1451;

2798 1451 1456; 2799 1456 1141; 2800 1427 1432; 2801 1432 1437; 2802 1437 1442;

2803 1442 1447; 2804 1447 1452; 2805 1452 1457; 2806 1457 1142; 2807 1458 1474;

2808 1459 1486; 2809 1460 1493; 2810 1470 1552; 2811 1471 1559; 2812 1472 1566;

2813 1458 1481; 2814 1459 1573; 2815 1460 1578; 2816 1461 1583; 2817 1462 1500;

2818 1463 1588; 2819 1464 1593; 2820 1465 1598; 2821 1466 1505; 2822 1467 1603;

2823 1468 1608; 2824 1469 1613; 2825 983 1458; 2826 987 1462; 2827 991 1466;

2828 995 1470; 2829 984 1459; 2830 988 1463; 2831 992 1467; 2832 996 1471;

29

2833 985 1460; 2834 989 1464; 2835 993 1468; 2836 997 1472; 2837 986 1461;

2838 990 1465; 2839 994 1469; 2840 998 1473; 2841 1462 1510; 2842 1466 1531;

2843 1463 1517; 2844 1467 1538; 2845 1464 1524; 2846 1468 1545; 2847 1474 1475;

2848 1475 1476; 2849 1476 1477; 2850 1477 1478; 2851 1478 1479; 2852 1479 1480;

2853 1480 1459; 2854 1481 1482; 2855 1482 1483; 2856 1483 1484; 2857 1484 1485;

2858 1485 1462; 2859 1486 1487; 2860 1487 1488; 2861 1488 1489; 2862 1489 1490;

2863 1490 1491; 2864 1491 1492; 2865 1492 1460; 2866 1493 1494; 2867 1494 1495;

2868 1495 1496; 2869 1496 1497; 2870 1497 1498; 2871 1498 1499; 2872 1499 1461;

2873 1500 1501; 2874 1501 1502; 2875 1502 1503; 2876 1503 1504; 2877 1504 1466;

2878 1505 1506; 2879 1506 1507; 2880 1507 1508; 2881 1508 1509; 2882 1509 1470;

2883 1510 1511; 2884 1474 1618; 2885 1511 1512; 2886 1475 1623; 2887 1512 1513;

2888 1476 1628; 2889 1513 1514; 2890 1477 1633; 2891 1514 1515; 2892 1478 1638;

2893 1515 1516; 2894 1479 1643; 2895 1516 1463; 2896 1480 1648; 2897 1517 1518;

2898 1486 1653; 2899 1518 1519; 2900 1487 1658; 2901 1519 1520; 2902 1488 1663;

2903 1520 1521; 2904 1489 1668; 2905 1521 1522; 2906 1490 1673; 2907 1522 1523;

2908 1491 1678; 2909 1523 1464; 2910 1492 1683; 2911 1524 1525; 2912 1493 1688;

2913 1525 1526; 2914 1494 1693; 2915 1526 1527; 2916 1495 1698; 2917 1527 1528;

2918 1496 1703; 2919 1528 1529; 2920 1497 1708; 2921 1529 1530; 2922 1498 1713;

2923 1530 1465; 2924 1499 1718; 2925 1531 1532; 2926 1510 1723; 2927 1532 1533;

2928 1511 1728; 2929 1533 1534; 2930 1512 1733; 2931 1534 1535; 2932 1513 1738;

2933 1535 1536; 2934 1514 1743; 2935 1536 1537; 2936 1515 1748; 2937 1537 1467;

2938 1516 1753; 2939 1538 1539; 2940 1517 1758; 2941 1539 1540; 2942 1518 1763;

2943 1540 1541; 2944 1519 1768; 2945 1541 1542; 2946 1520 1773; 2947 1542 1543;

2948 1521 1778; 2949 1543 1544; 2950 1522 1783; 2951 1544 1468; 2952 1523 1788;

2953 1545 1546; 2954 1524 1793; 2955 1546 1547; 2956 1525 1798; 2957 1547 1548;

2958 1526 1803; 2959 1548 1549; 2960 1527 1808; 2961 1549 1550; 2962 1528 1813;

2963 1550 1551; 2964 1529 1818; 2965 1551 1469; 2966 1530 1823; 2967 1552 1553;

2968 1531 1828; 2969 1553 1554; 2970 1532 1833; 2971 1554 1555; 2972 1533 1838;

2973 1555 1556; 2974 1534 1843; 2975 1556 1557; 2976 1535 1848; 2977 1557 1558;

2978 1536 1853; 2979 1558 1471; 2980 1537 1858; 2981 1559 1560; 2982 1538 1863;

2983 1560 1561; 2984 1539 1868; 2985 1561 1562; 2986 1540 1873; 2987 1562 1563;

2988 1541 1878; 2989 1563 1564; 2990 1542 1883; 2991 1564 1565; 2992 1543 1888;

2993 1565 1472; 2994 1544 1893; 2995 1566 1567; 2996 1545 1898; 2997 1567 1568;

2998 1546 1903; 2999 1568 1569; 3000 1547 1908; 3001 1569 1570; 3002 1548 1913;

3003 1570 1571; 3004 1549 1918; 3005 1571 1572; 3006 1550 1923; 3007 1572 1473;

3008 1551 1928; 3009 1573 1574; 3010 1574 1575; 3011 1575 1576; 3012 1576 1577;

3013 1577 1463; 3014 1578 1579; 3015 1579 1580; 3016 1580 1581; 3017 1581 1582;

3018 1582 1464; 3019 1583 1584; 3020 1584 1585; 3021 1585 1586; 3022 1586 1587;

3023 1587 1465; 3024 1588 1589; 3025 1589 1590; 3026 1590 1591; 3027 1591 1592;

3028 1592 1467; 3029 1593 1594; 3030 1594 1595; 3031 1595 1596; 3032 1596 1597;

3033 1597 1468; 3034 1598 1599; 3035 1599 1600; 3036 1600 1601; 3037 1601 1602;

3038 1602 1469; 3039 1603 1604; 3040 1604 1605; 3041 1605 1606; 3042 1606 1607;

3043 1607 1471; 3044 1608 1609; 3045 1609 1610; 3046 1610 1611; 3047 1611 1612;

3048 1612 1472; 3049 1613 1614; 3050 1614 1615; 3051 1615 1616; 3052 1616 1617;

3053 1617 1473; 3054 1618 1619; 3055 1619 1620; 3056 1620 1621; 3057 1621 1622;

3058 1622 1510; 3059 1623 1624; 3060 1624 1625; 3061 1625 1626; 3062 1626 1627;

3063 1627 1511; 3064 1628 1629; 3065 1629 1630; 3066 1630 1631; 3067 1631 1632;

3068 1632 1512; 3069 1633 1634; 3070 1634 1635; 3071 1635 1636; 3072 1636 1637;

3073 1637 1513; 3074 1638 1639; 3075 1639 1640; 3076 1640 1641; 3077 1641 1642;

3078 1642 1514; 3079 1643 1644; 3080 1644 1645; 3081 1645 1646; 3082 1646 1647;

3083 1647 1515; 3084 1648 1649; 3085 1649 1650; 3086 1650 1651; 3087 1651 1652;

3088 1652 1516; 3089 1653 1654; 3090 1654 1655; 3091 1655 1656; 3092 1656 1657;

3093 1657 1517; 3094 1658 1659; 3095 1659 1660; 3096 1660 1661; 3097 1661 1662;

3098 1662 1518; 3099 1663 1664; 3100 1664 1665; 3101 1665 1666; 3102 1666 1667;

3103 1667 1519; 3104 1668 1669; 3105 1669 1670; 3106 1670 1671; 3107 1671 1672;

3108 1672 1520; 3109 1673 1674; 3110 1674 1675; 3111 1675 1676; 3112 1676 1677;

3113 1677 1521; 3114 1678 1679; 3115 1679 1680; 3116 1680 1681; 3117 1681 1682;

3118 1682 1522; 3119 1683 1684; 3120 1684 1685; 3121 1685 1686; 3122 1686 1687;

3123 1687 1523; 3124 1688 1689; 3125 1689 1690; 3126 1690 1691; 3127 1691 1692;

3128 1692 1524; 3129 1693 1694; 3130 1694 1695; 3131 1695 1696; 3132 1696 1697;

3133 1697 1525; 3134 1698 1699; 3135 1699 1700; 3136 1700 1701; 3137 1701 1702;

3138 1702 1526; 3139 1703 1704; 3140 1704 1705; 3141 1705 1706; 3142 1706 1707;

3143 1707 1527; 3144 1708 1709; 3145 1709 1710; 3146 1710 1711; 3147 1711 1712;

30

3148 1712 1528; 3149 1713 1714; 3150 1714 1715; 3151 1715 1716; 3152 1716 1717;

3153 1717 1529; 3154 1718 1719; 3155 1719 1720; 3156 1720 1721; 3157 1721 1722;

3158 1722 1530; 3159 1723 1724; 3160 1724 1725; 3161 1725 1726; 3162 1726 1727;

3163 1727 1531; 3164 1728 1729; 3165 1729 1730; 3166 1730 1731; 3167 1731 1732;

3168 1732 1532; 3169 1733 1734; 3170 1734 1735; 3171 1735 1736; 3172 1736 1737;

3173 1737 1533; 3174 1738 1739; 3175 1739 1740; 3176 1740 1741; 3177 1741 1742;

3178 1742 1534; 3179 1743 1744; 3180 1744 1745; 3181 1745 1746; 3182 1746 1747;

3183 1747 1535; 3184 1748 1749; 3185 1749 1750; 3186 1750 1751; 3187 1751 1752;

3188 1752 1536; 3189 1753 1754; 3190 1754 1755; 3191 1755 1756; 3192 1756 1757;

3193 1757 1537; 3194 1758 1759; 3195 1759 1760; 3196 1760 1761; 3197 1761 1762;

3198 1762 1538; 3199 1763 1764; 3200 1764 1765; 3201 1765 1766; 3202 1766 1767;

3203 1767 1539; 3204 1768 1769; 3205 1769 1770; 3206 1770 1771; 3207 1771 1772;

3208 1772 1540; 3209 1773 1774; 3210 1774 1775; 3211 1775 1776; 3212 1776 1777;

3213 1777 1541; 3214 1778 1779; 3215 1779 1780; 3216 1780 1781; 3217 1781 1782;

3218 1782 1542; 3219 1783 1784; 3220 1784 1785; 3221 1785 1786; 3222 1786 1787;

3223 1787 1543; 3224 1788 1789; 3225 1789 1790; 3226 1790 1791; 3227 1791 1792;

3228 1792 1544; 3229 1793 1794; 3230 1794 1795; 3231 1795 1796; 3232 1796 1797;

3233 1797 1545; 3234 1798 1799; 3235 1799 1800; 3236 1800 1801; 3237 1801 1802;

3238 1802 1546; 3239 1803 1804; 3240 1804 1805; 3241 1805 1806; 3242 1806 1807;

3243 1807 1547; 3244 1808 1809; 3245 1809 1810; 3246 1810 1811; 3247 1811 1812;

3248 1812 1548; 3249 1813 1814; 3250 1814 1815; 3251 1815 1816; 3252 1816 1817;

3253 1817 1549; 3254 1818 1819; 3255 1819 1820; 3256 1820 1821; 3257 1821 1822;

3258 1822 1550; 3259 1823 1824; 3260 1824 1825; 3261 1825 1826; 3262 1826 1827;

3263 1827 1551; 3264 1828 1829; 3265 1829 1830; 3266 1830 1831; 3267 1831 1832;

3268 1832 1552; 3269 1833 1834; 3270 1834 1835; 3271 1835 1836; 3272 1836 1837;

3273 1837 1553; 3274 1838 1839; 3275 1839 1840; 3276 1840 1841; 3277 1841 1842;

3278 1842 1554; 3279 1843 1844; 3280 1844 1845; 3281 1845 1846; 3282 1846 1847;

3283 1847 1555; 3284 1848 1849; 3285 1849 1850; 3286 1850 1851; 3287 1851 1852;

3288 1852 1556; 3289 1853 1854; 3290 1854 1855; 3291 1855 1856; 3292 1856 1857;

3293 1857 1557; 3294 1858 1859; 3295 1859 1860; 3296 1860 1861; 3297 1861 1862;

3298 1862 1558; 3299 1863 1864; 3300 1864 1865; 3301 1865 1866; 3302 1866 1867;

3303 1867 1559; 3304 1868 1869; 3305 1869 1870; 3306 1870 1871; 3307 1871 1872;

3308 1872 1560; 3309 1873 1874; 3310 1874 1875; 3311 1875 1876; 3312 1876 1877;

3313 1877 1561; 3314 1878 1879; 3315 1879 1880; 3316 1880 1881; 3317 1881 1882;

3318 1882 1562; 3319 1883 1884; 3320 1884 1885; 3321 1885 1886; 3322 1886 1887;

3323 1887 1563; 3324 1888 1889; 3325 1889 1890; 3326 1890 1891; 3327 1891 1892;

3328 1892 1564; 3329 1893 1894; 3330 1894 1895; 3331 1895 1896; 3332 1896 1897;

3333 1897 1565; 3334 1898 1899; 3335 1899 1900; 3336 1900 1901; 3337 1901 1902;

3338 1902 1566; 3339 1903 1904; 3340 1904 1905; 3341 1905 1906; 3342 1906 1907;

3343 1907 1567; 3344 1908 1909; 3345 1909 1910; 3346 1910 1911; 3347 1911 1912;

3348 1912 1568; 3349 1913 1914; 3350 1914 1915; 3351 1915 1916; 3352 1916 1917;

3353 1917 1569; 3354 1918 1919; 3355 1919 1920; 3356 1920 1921; 3357 1921 1922;

3358 1922 1570; 3359 1923 1924; 3360 1924 1925; 3361 1925 1926; 3362 1926 1927;

3363 1927 1571; 3364 1928 1929; 3365 1929 1930; 3366 1930 1931; 3367 1931 1932;

3368 1932 1572; 3369 1481 1618; 3370 1482 1619; 3371 1483 1620; 3372 1484 1621;

3373 1485 1622; 3374 1500 1723; 3375 1501 1724; 3376 1502 1725; 3377 1503 1726;

3378 1504 1727; 3379 1505 1828; 3380 1506 1829; 3381 1507 1830; 3382 1508 1831;

3383 1509 1832; 3384 1573 1653; 3385 1574 1654; 3386 1575 1655; 3387 1576 1656;

3388 1577 1657; 3389 1588 1758; 3390 1589 1759; 3391 1590 1760; 3392 1591 1761;

3393 1592 1762; 3394 1603 1863; 3395 1604 1864; 3396 1605 1865; 3397 1606 1866;

3398 1607 1867; 3399 1578 1688; 3400 1579 1689; 3401 1580 1690; 3402 1581 1691;

3403 1582 1692; 3404 1593 1793; 3405 1594 1794; 3406 1595 1795; 3407 1596 1796;

3408 1597 1797; 3409 1608 1898; 3410 1609 1899; 3411 1610 1900; 3412 1611 1901;

3413 1612 1902; 3414 1618 1623; 3415 1623 1628; 3416 1628 1633; 3417 1633 1638;

3418 1638 1643; 3419 1643 1648; 3420 1648 1573; 3421 1619 1624; 3422 1624 1629;

3423 1629 1634; 3424 1634 1639; 3425 1639 1644; 3426 1644 1649; 3427 1649 1574;

3428 1620 1625; 3429 1625 1630; 3430 1630 1635; 3431 1635 1640; 3432 1640 1645;

3433 1645 1650; 3434 1650 1575; 3435 1621 1626; 3436 1626 1631; 3437 1631 1636;

3438 1636 1641; 3439 1641 1646; 3440 1646 1651; 3441 1651 1576; 3442 1622 1627;

3443 1627 1632; 3444 1632 1637; 3445 1637 1642; 3446 1642 1647; 3447 1647 1652;

3448 1652 1577; 3449 1723 1728; 3450 1728 1733; 3451 1733 1738; 3452 1738 1743;

3453 1743 1748; 3454 1748 1753; 3455 1753 1588; 3456 1724 1729; 3457 1729 1734;

3458 1734 1739; 3459 1739 1744; 3460 1744 1749; 3461 1749 1754; 3462 1754 1589;

31

3463 1725 1730; 3464 1730 1735; 3465 1735 1740; 3466 1740 1745; 3467 1745 1750;

3468 1750 1755; 3469 1755 1590; 3470 1726 1731; 3471 1731 1736; 3472 1736 1741;

3473 1741 1746; 3474 1746 1751; 3475 1751 1756; 3476 1756 1591; 3477 1727 1732;

3478 1732 1737; 3479 1737 1742; 3480 1742 1747; 3481 1747 1752; 3482 1752 1757;

3483 1757 1592; 3484 1828 1833; 3485 1833 1838; 3486 1838 1843; 3487 1843 1848;

3488 1848 1853; 3489 1853 1858; 3490 1858 1603; 3491 1829 1834; 3492 1834 1839;

3493 1839 1844; 3494 1844 1849; 3495 1849 1854; 3496 1854 1859; 3497 1859 1604;

3498 1830 1835; 3499 1835 1840; 3500 1840 1845; 3501 1845 1850; 3502 1850 1855;

3503 1855 1860; 3504 1860 1605; 3505 1831 1836; 3506 1836 1841; 3507 1841 1846;

3508 1846 1851; 3509 1851 1856; 3510 1856 1861; 3511 1861 1606; 3512 1832 1837;

3513 1837 1842; 3514 1842 1847; 3515 1847 1852; 3516 1852 1857; 3517 1857 1862;

3518 1862 1607; 3519 1653 1658; 3520 1658 1663; 3521 1663 1668; 3522 1668 1673;

3523 1673 1678; 3524 1678 1683; 3525 1683 1578; 3526 1654 1659; 3527 1659 1664;

3528 1664 1669; 3529 1669 1674; 3530 1674 1679; 3531 1679 1684; 3532 1684 1579;

3533 1655 1660; 3534 1660 1665; 3535 1665 1670; 3536 1670 1675; 3537 1675 1680;

3538 1680 1685; 3539 1685 1580; 3540 1656 1661; 3541 1661 1666; 3542 1666 1671;

3543 1671 1676; 3544 1676 1681; 3545 1681 1686; 3546 1686 1581; 3547 1657 1662;

3548 1662 1667; 3549 1667 1672; 3550 1672 1677; 3551 1677 1682; 3552 1682 1687;

3553 1687 1582; 3554 1758 1763; 3555 1763 1768; 3556 1768 1773; 3557 1773 1778;

3558 1778 1783; 3559 1783 1788; 3560 1788 1593; 3561 1759 1764; 3562 1764 1769;

3563 1769 1774; 3564 1774 1779; 3565 1779 1784; 3566 1784 1789; 3567 1789 1594;

3568 1760 1765; 3569 1765 1770; 3570 1770 1775; 3571 1775 1780; 3572 1780 1785;

3573 1785 1790; 3574 1790 1595; 3575 1761 1766; 3576 1766 1771; 3577 1771 1776;

3578 1776 1781; 3579 1781 1786; 3580 1786 1791; 3581 1791 1596; 3582 1762 1767;

3583 1767 1772; 3584 1772 1777; 3585 1777 1782; 3586 1782 1787; 3587 1787 1792;

3588 1792 1597; 3589 1863 1868; 3590 1868 1873; 3591 1873 1878; 3592 1878 1883;

3593 1883 1888; 3594 1888 1893; 3595 1893 1608; 3596 1864 1869; 3597 1869 1874;

3598 1874 1879; 3599 1879 1884; 3600 1884 1889; 3601 1889 1894; 3602 1894 1609;

3603 1865 1870; 3604 1870 1875; 3605 1875 1880; 3606 1880 1885; 3607 1885 1890;

3608 1890 1895; 3609 1895 1610; 3610 1866 1871; 3611 1871 1876; 3612 1876 1881;

3613 1881 1886; 3614 1886 1891; 3615 1891 1896; 3616 1896 1611; 3617 1867 1872;

3618 1872 1877; 3619 1877 1882; 3620 1882 1887; 3621 1887 1892; 3622 1892 1897;

3623 1897 1612; 3624 1688 1693; 3625 1693 1698; 3626 1698 1703; 3627 1703 1708;

3628 1708 1713; 3629 1713 1718; 3630 1718 1583; 3631 1689 1694; 3632 1694 1699;

3633 1699 1704; 3634 1704 1709; 3635 1709 1714; 3636 1714 1719; 3637 1719 1584;

3638 1690 1695; 3639 1695 1700; 3640 1700 1705; 3641 1705 1710; 3642 1710 1715;

3643 1715 1720; 3644 1720 1585; 3645 1691 1696; 3646 1696 1701; 3647 1701 1706;

3648 1706 1711; 3649 1711 1716; 3650 1716 1721; 3651 1721 1586; 3652 1692 1697;

3653 1697 1702; 3654 1702 1707; 3655 1707 1712; 3656 1712 1717; 3657 1717 1722;

3658 1722 1587; 3659 1793 1798; 3660 1798 1803; 3661 1803 1808; 3662 1808 1813;

3663 1813 1818; 3664 1818 1823; 3665 1823 1598; 3666 1794 1799; 3667 1799 1804;

3668 1804 1809; 3669 1809 1814; 3670 1814 1819; 3671 1819 1824; 3672 1824 1599;

3673 1795 1800; 3674 1800 1805; 3675 1805 1810; 3676 1810 1815; 3677 1815 1820;

3678 1820 1825; 3679 1825 1600; 3680 1796 1801; 3681 1801 1806; 3682 1806 1811;

3683 1811 1816; 3684 1816 1821; 3685 1821 1826; 3686 1826 1601; 3687 1797 1802;

3688 1802 1807; 3689 1807 1812; 3690 1812 1817; 3691 1817 1822; 3692 1822 1827;

3693 1827 1602; 3694 1898 1903; 3695 1903 1908; 3696 1908 1913; 3697 1913 1918;

3698 1918 1923; 3699 1923 1928; 3700 1928 1613; 3701 1899 1904; 3702 1904 1909;

3703 1909 1914; 3704 1914 1919; 3705 1919 1924; 3706 1924 1929; 3707 1929 1614;

3708 1900 1905; 3709 1905 1910; 3710 1910 1915; 3711 1915 1920; 3712 1920 1925;

3713 1925 1930; 3714 1930 1615; 3715 1901 1906; 3716 1906 1911; 3717 1911 1916;

3718 1916 1921; 3719 1921 1926; 3720 1926 1931; 3721 1931 1616; 3722 1902 1907;

3723 1907 1912; 3724 1912 1917; 3725 1917 1922; 3726 1922 1927; 3727 1927 1932;

3728 1932 1617;

DEFINE MATERIAL START

ISOTROPIC CONCRETE

E 2.17185e+007

POISSON 0.17

DENSITY 24

ALPHA 1e-005

DAMP 0.05

ISOTROPIC MATERIAL1

E 2.5e+007

32

POISSON 0.156297

DENSITY 24

END DEFINE MATERIAL

MEMBER PROPERTY AMERICAN

11 TO 14 18 TO 21 25 TO 28 60 TO 62 64 TO 66 68 TO 70 72 TO 74 982 TO 984 -

986 TO 988 990 TO 992 994 TO 996 1904 TO 1906 1908 TO 1910 1912 TO 1914 1916 -

1917 TO 1918 2826 TO 2828 2830 TO 2832 2834 TO 2836 2838 TO 2839 -

2840 PRIS YD 0.8 ZD 0.8

1 TO 3 22 TO 24 29 TO 40 PRIS YD 0.3 ZD 0.6

118 120 122 124 126 128 130 132 134 136 138 140 142 144 146 148 150 152 154 -

156 158 160 162 164 166 168 170 172 174 176 178 180 182 184 186 188 190 192 -

194 196 198 200 202 204 206 208 210 212 214 216 218 220 222 224 226 228 230 -

232 234 236 238 240 242 288 TO 602 1040 1042 1044 1046 1048 1050 1052 1054 -

1056 1058 1060 1062 1064 1066 1068 1070 1072 1074 1076 1078 1080 1082 1084 -

1086 1088 1090 1092 1094 1096 1098 1100 1102 1104 1106 1108 1110 1112 1114 -

1116 1118 1120 1122 1124 1126 1128 1130 1132 1134 1136 1138 1140 1142 1144 -

1146 1148 1150 1152 1154 1156 1158 1160 1162 1164 1210 TO 1524 1962 1964 -

1966 1968 1970 1972 1974 1976 1978 1980 1982 1984 1986 1988 1990 1992 1994 -

1996 1998 2000 2002 2004 2006 2008 2010 2012 2014 2016 2018 2020 2022 2024 -

2026 2028 2030 2032 2034 2036 2038 2040 2042 2044 2046 2048 2050 2052 2054 -

2056 2058 2060 2062 2064 2066 2068 2070 2072 2074 2076 2078 2080 2082 2084 -

2086 2132 TO 2446 2884 2886 2888 2890 2892 2894 2896 2898 2900 2902 2904 -

2906 2908 2910 2912 2914 2916 2918 2920 2922 2924 2926 2928 2930 2932 2934 -

2936 2938 2940 2942 2944 2946 2948 2950 2952 2954 2956 2958 2960 2962 2964 -

2966 2968 2970 2972 2974 2976 2978 2980 2982 2984 2986 2988 2990 2992 2994 -

2996 2998 3000 3002 3004 3006 3008 3054 TO 3367 -

3368 PRIS YD 0.55 ZD 1.35 YB 0.43 ZB 0.3

603 TO 962 1525 TO 1884 2447 TO 2806 3369 TO 3727 -

3728 PRIS YD 0.55 ZD 1.4 YB 0.43 ZB 0.3

41 TO 46 75 TO 87 93 TO 106 117 119 121 123 125 127 129 131 133 135 137 139 -

141 143 145 147 149 151 153 155 157 159 161 163 165 167 169 171 173 175 177 -

179 181 183 185 187 189 191 193 195 197 199 201 203 205 207 209 211 213 215 -

217 219 221 223 225 227 229 231 233 235 237 239 241 963 TO 968 997 TO 1009 -

1015 TO 1028 1039 1041 1043 1045 1047 1049 1051 1053 1055 1057 1059 1061 -

1063 1065 1067 1069 1071 1073 1075 1077 1079 1081 1083 1085 1087 1089 1091 -

1093 1095 1097 1099 1101 1103 1105 1107 1109 1111 1113 1115 1117 1119 1121 -

1123 1125 1127 1129 1131 1133 1135 1137 1139 1141 1143 1145 1147 1149 1151 -

1153 1155 1157 1159 1161 1163 1885 TO 1890 1919 TO 1931 1937 TO 1950 1961 -

1963 1965 1967 1969 1971 1973 1975 1977 1979 1981 1983 1985 1987 1989 1991 -

1993 1995 1997 1999 2001 2003 2005 2007 2009 2011 2013 2015 2017 2019 2021 -

2023 2025 2027 2029 2031 2033 2035 2037 2039 2041 2043 2045 2047 2049 2051 -

2053 2055 2057 2059 2061 2063 2065 2067 2069 2071 2073 2075 2077 2079 2081 -

2083 2085 2807 TO 2812 2841 TO 2853 2859 TO 2872 2883 2885 2887 2889 2891 -

2893 2895 2897 2899 2901 2903 2905 2907 2909 2911 2913 2915 2917 2919 2921 -

2923 2925 2927 2929 2931 2933 2935 2937 2939 2941 2943 2945 2947 2949 2951 -

2953 2955 2957 2959 2961 2963 2965 2967 2969 2971 2973 2975 2977 2979 2981 -

2983 2985 2987 2989 2991 PRIS AX 0.477 IX 0.01945 IY 0.0001 IZ 0.0425

2993 2995 2997 2999 3001 3003 3005 -

3007 PRIS AX 0.477 IX 0.01945 IY 0.0001 IZ 0.0425

47 TO 58 88 TO 92 107 TO 116 243 TO 287 969 TO 980 1010 TO 1014 1029 TO 1038 -

1165 TO 1209 1891 TO 1902 1932 TO 1936 1951 TO 1960 2087 TO 2131 -

2813 TO 2824 2854 TO 2858 2873 TO 2882 3009 TO 3052 -

3053 PRIS AX 0.48 IX 0.0194 IY 0.0001 IZ 0.043

MEMBER PROPERTY

4 TO 7 59 63 67 71 981 985 989 993 1903 1907 1911 1915 2825 2829 2833 -

2837 PRIS YD 0.45 ZD 1.1

SUPPORTS

1 TO 4 9 TO 12 17 TO 20 25 TO 28 FIXED

DEFINE WIND LOAD

TYPE 1

INT 1.73 1.73 1.73 1.73 1.73 HEIG 3.3 6.6 9.9 13.2 16.5

EXP 1 JOINT 45 TO 48 127 TO 147 520 TO 523 602 TO 622 995 TO 998 1077 TO 1097 -

1470 TO 1473 1552 TO 1572

33

DEFINE 1893 LOAD

ZONE 0.24 RF 3 I 1.5 SS 1 DM 0.05 DT 2.5

JOINT WEIGHT

1 WEIGHT 28.8

2 WEIGHT 28.8

3 WEIGHT 28.8

4 WEIGHT 28.8

5 WEIGHT 283.494

6 WEIGHT 403.837

7 WEIGHT 403.837

8 WEIGHT 283.489

9 WEIGHT 28.8

10 WEIGHT 28.8

11 WEIGHT 28.8

12 WEIGHT 28.8

13 WEIGHT 257.093

14 WEIGHT 256.987

15 WEIGHT 256.987

16 WEIGHT 257.098

17 WEIGHT 28.8

18 WEIGHT 28.8

19 WEIGHT 28.8

20 WEIGHT 28.8

21 WEIGHT 257.093

22 WEIGHT 256.985

23 WEIGHT 256.985

24 WEIGHT 257.098

25 WEIGHT 28.8

26 WEIGHT 28.8

27 WEIGHT 28.8

28 WEIGHT 28.8

29 WEIGHT 198.584

30 WEIGHT 233.597

31 WEIGHT 233.597

32 WEIGHT 198.579

33 WEIGHT 631.573

34 WEIGHT 1196.26

35 WEIGHT 1196.33

36 WEIGHT 614.433

37 WEIGHT 1233.85

38 WEIGHT 2437.94

39 WEIGHT 2438

40 WEIGHT 1196.95

41 WEIGHT 1234.25

42 WEIGHT 2438.91

43 WEIGHT 2438.97

44 WEIGHT 1197.35

45 WEIGHT 652.866

46 WEIGHT 1243.87

47 WEIGHT 1243.94

48 WEIGHT 635.727

508 WEIGHT 633.755

509 WEIGHT 1199.6

510 WEIGHT 1199.68

511 WEIGHT 616.497

512 WEIGHT 1238.61

513 WEIGHT 2427.73

514 WEIGHT 2427.8

515 WEIGHT 1201.82

516 WEIGHT 1238.92

517 WEIGHT 2428.53

518 WEIGHT 2428.61

519 WEIGHT 1202.14

34

520 WEIGHT 655.952

521 WEIGHT 1246.4

522 WEIGHT 1246.48

523 WEIGHT 638.695

983 WEIGHT 637.457

984 WEIGHT 1201.59

985 WEIGHT 1201.67

986 WEIGHT 620.117

987 WEIGHT 1240.99

988 WEIGHT 2419.67

989 WEIGHT 2419.76

990 WEIGHT 1204.27

991 WEIGHT 1241.3

992 WEIGHT 2420.45

993 WEIGHT 2420.54

994 WEIGHT 1204.58

995 WEIGHT 659.612

996 WEIGHT 1248.44

997 WEIGHT 1248.52

998 WEIGHT 642.272

1458 WEIGHT 573.528

1459 WEIGHT 1144.12

1460 WEIGHT 1144.19

1461 WEIGHT 556.776

1462 WEIGHT 1181.06

1463 WEIGHT 2434.99

1464 WEIGHT 2434.99

1465 WEIGHT 1143.82

1466 WEIGHT 1181.48

1467 WEIGHT 2436.1

1468 WEIGHT 2436.09

1469 WEIGHT 1144.23

1470 WEIGHT 595.026

1471 WEIGHT 1191.47

1472 WEIGHT 1191.54

1473 WEIGHT 578.274

CONSTANTS

MATERIAL MATERIAL1 MEMB 1 TO 3 11 TO 14 18 TO 40 60 TO 62 64 TO 66 68 TO 70 -

72 TO 74 118 120 122 124 126 128 130 132 134 136 138 140 142 144 146 148 -

150 152 154 156 158 160 162 164 166 168 170 172 174 176 178 180 182 184 186 -

188 190 192 194 196 198 200 202 204 206 208 210 212 214 216 218 220 222 224 -

226 228 230 232 234 236 238 240 242 288 TO 962 982 TO 984 986 TO 988 990 -

991 TO 992 994 TO 996 1040 1042 1044 1046 1048 1050 1052 1054 1056 1058 1060 -

1062 1064 1066 1068 1070 1072 1074 1076 1078 1080 1082 1084 1086 1088 1090 -

1092 1094 1096 1098 1100 1102 1104 1106 1108 1110 1112 1114 1116 1118 1120 -

1122 1124 1126 1128 1130 1132 1134 1136 1138 1140 1142 1144 1146 1148 1150 -

1152 1154 1156 1158 1160 1162 1164 1210 TO 1884 1904 TO 1906 1908 TO 1910 -

1912 TO 1914 1916 TO 1918 1962 1964 1966 1968 1970 1972 1974 1976 1978 1980 -

1982 1984 1986 1988 1990 1992 1994 1996 1998 2000 2002 2004 2006 2008 2010 -

2012 2014 2016 2018 2020 2022 2024 2026 2028 2030 2032 2034 2036 2038 2040 -

2042 2044 2046 2048 2050 2052 2054 2056 2058 2060 2062 2064 2066 2068 2070 -

2072 2074 2076 2078 2080 2082 2084 2086 2132 TO 2806 2826 TO 2828 -

2830 TO 2832 2834 TO 2836 2838 TO 2840 2884 2886 2888 2890 2892 2894 2896 -

2898 2900 2902 2904 2906 2908 2910 2912 2914 2916 2918 2920 2922 2924 2926 -

2928 2930 2932

MATERIAL MATERIAL1 MEMB 2934 2936 2938 2940 2942 2944 2946 2948 2950 2952 -

2954 2956 2958 2960 2962 2964 2966 2968 2970 2972 2974 2976 2978 2980 2982 -

2984 2986 2988 2990 2992 2994 2996 2998 3000 3002 3004 3006 3008 -

3054 TO 3728

MATERIAL CONCRETE MEMB 4 TO 7 41 TO 59 63 67 71 75 TO 117 119 121 123 125 -

127 129 131 133 135 137 139 141 143 145 147 149 151 153 155 157 159 161 163 -

165 167 169 171 173 175 177 179 181 183 185 187 189 191 193 195 197 199 201 -

203 205 207 209 211 213 215 217 219 221 223 225 227 229 231 233 235 237 239 -

35

241 243 TO 287 963 TO 981 985 989 993 997 TO 1039 1041 1043 1045 1047 1049 -

1051 1053 1055 1057 1059 1061 1063 1065 1067 1069 1071 1073 1075 1077 1079 -

1081 1083 1085 1087 1089 1091 1093 1095 1097 1099 1101 1103 1105 1107 1109 -

1111 1113 1115 1117 1119 1121 1123 1125 1127 1129 1131 1133 1135 1137 1139 -

1141 1143 1145 1147 1149 1151 1153 1155 1157 1159 1161 1163 1165 TO 1209 -

1885 TO 1903 1907 1911 1915 1919 TO 1961 1963 1965 1967 1969 1971 1973 1975 -

1977 1979 1981 1983 1985 1987 1989 1991 1993 1995 1997 1999 2001 2003 2005 -

2007 2009 2011 2013 2015 2017 2019 2021 2023 2025 2027 2029 2031 2033 2035 -

2037 2039 2041 2043 2045 2047 2049 2051 2053 2055 2057 2059 2061 2063 2065 -

2067 2069 2071 2073 2075 2077 2079 2081 2083 2085 2087 TO 2131 2807 TO 2825 -

2829 2833 2837 2841 TO 2883 2885 2887 2889 2891 2893 2895 2897 2899 2901 -

2903 2905 2907 2909 2911 2913 2915 2917 2919 2921 2923 2925 2927 2929 2931 -

2933 2935 2937 2939 2941 2943 2945 2947 2949 2951 2953 2955 2957 2959 2961 -

2963 2965 2967 2969 2971 2973 2975

MATERIAL CONCRETE MEMB 2977 2979 2981 2983 2985 2987 2989 2991 2993 2995 2997 -

2999 3001 3003 3005 3007 3009 TO 3053

LOAD 1 LOADTYPE Seismic TITLE EQX

1893 LOAD X 1

LOAD 2 LOADTYPE Seismic TITLE EQZ

1893 LOAD Z 1

LOAD 3 LOADTYPE Wind TITLE WIND X

WIND LOAD X 1 TYPE 1 XR 0 32.4 YR 3.3 17.7 OPEN

LOAD 4 LOADTYPE Wind TITLE WIND Z

WIND LOAD Z 1 TYPE 1 YR 3.3 17.7 ZR 0 25.2 OPEN

LOAD 5 LOADTYPE Wind TITLE WIND -X

WIND LOAD -X -1 TYPE 1 XR 0 32.4 YR 3.3 17.7 OPEN

LOAD 6 LOADTYPE Wind TITLE WIND -Z

WIND LOAD -Z -1 TYPE 1 YR 3.3 17.7 ZR 0 25.2 OPEN

LOAD 7 LOADTYPE None TITLE SW

SELFWEIGHT Y -1

LOAD 8 LOADTYPE Dead TITLE WALL LOAD

MEMBER LOAD

1 TO 3 29 TO 40 UNI GY -10.5

LOAD 9 LOADTYPE Dead TITLE FLOOR FINISH

FLOOR LOAD

YRANGE 6.9 7 FLOAD -1 GY

YRANGE 10.5 10.6 FLOAD -1 GY



LOAD 10 LOADTYPE Dead TITLE PARAPET LOAD

MEMBER LOAD

44 TO 47 51 55 88 TO 92 107 TO 116 201 203 205 207 209 211 213 215 217 219 -

221 223 225 227 229 231 233 235 237 239 241 966 TO 969 973 977 1010 TO 1014 -

1029 TO 1038 1123 1125 1127 1129 1131 1133 1135 1137 1139 1141 1143 1145 -

1147 1149 1151 1153 1155 1157 1159 1161 1163 1888 TO 1891 1895 1899 1932 -

1933 TO 1936 1951 TO 1960 2045 2047 2049 2051 2053 2055 2057 2059 2061 2063 -

2065 2067 2069 2071 2073 2075 2077 2079 2081 2083 2085 2810 TO 2813 2817 -

2821 2854 TO 2858 2873 TO 2882 2967 2969 2971 2973 2975 2977 2979 2981 2983 -

2985 2987 2989 2991 2993 2995 2997 2999 3001 3003 3005 3007 UNI GY -2.85

LOAD 11 LOADTYPE Roof Live REDUCIBLE TITLE LL ON SLAB WITH DISPERSION

FLOOR LOAD

YRANGE 6.9 7 FLOAD -4 GY




LOAD COMB 12 1.5 * (DL+LL)

7 1.5 8 1.5 9 1.5 10 1.5 11 1.5

LOAD COMB 13 1.5 * (DL+EQX)

7 1.5 8 1.5 9 1.5 10 1.5 1 1.5

LOAD COMB 14 1.5 * (DL-EQX)

7 1.5 8 1.5 9 1.5 10 1.5 1 -1.5

LOAD COMB 15 1.5 * (DL+EQZ)

7 1.5 8 1.5 9 1.5 10 1.5 2 1.5

36

LOAD COMB 16 1.5 * (DL-EQZ)

7 1.5 8 1.5 9 1.5 10 1.5 2 -1.5

LOAD COMB 17 1.2 * (DL+LL+EQX)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 1.2

LOAD COMB 18 1.2 * (DL+LL-EQX)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2

LOAD COMB 19 1.2 * (DL+LL+EQZ)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 2 1.2

LOAD COMB 20 1.2 * (DL+LL-EQZ)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2

LOAD COMB 21 0.9 * DL + 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 1.5

LOAD COMB 22 0.9 * DL - 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 -1.5

LOAD COMB 23 0.9 * DL+ 1.5 * EQZ

7 0.9 8 0.9 9 0.9 10 0.9 2 1.5

LOAD COMB 24 0.9 * DL - 1.5 * EQZ

7 0.9 8 0.9 9 0.9 10 0.9 2 -1.5

LOAD COMB 25 1.5 * (DL+WX)

7 1.5 8 1.5 9 1.5 10 1.5 3 1.5

LOAD COMB 26 1.5 * (DL-WX)

7 1.5 8 1.5 9 1.5 10 1.5 5 -1.5

LOAD COMB 27 1.5 * (DL+WZ)

7 1.5 8 1.5 9 1.5 10 1.5 4 1.5

LOAD COMB 28 1.5 * (DL-WZ)

7 1.5 8 1.5 9 1.5 10 1.5 6 -1.5

LOAD COMB 29 1.2 * (DL+LL+WX)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 3 1.2

LOAD COMB 30 1.2 * (DL+LL-WX)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 5 -1.2

LOAD COMB 31 1.2 * (DL+LL+WZ)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 4 1.2

LOAD COMB 32 1.2 * (DL+LL-WZ)

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 6 -1.2

LOAD COMB 33 0.9 * DL+ 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 3 1.5

LOAD COMB 34 0.9 * DL - 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 5 -1.5

LOAD COMB 35 0.9 * DL+ 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 4 1.5

LOAD COMB 36 0.9 * DL - 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 6 -1.5

PERFORM ANALYSIS PRINT ALL

PRINT MEMBER FORCES ALL

FINISH

37

STAAD INPUT FILE

STAAD SPACE


ENGINEER DATE 08-Jan-10

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

1 0 -1.5 0; 2 8.4 -1.5 0; 3 0 1 0; 4 8.4 1 0; 5 0 -1.5 10.8; 6 8.4 -1.5 10.8;

7 0 1 10.8; 8 8.4 1 10.8; 9 0 1 9.25; 10 8.4 1 9.25; 11 2.35 1 9.25;

12 4.2 1 9.25; 13 6.05 1 9.25; 14 2.35 1 7.65; 15 4.2 1 7.65; 16 6.05 1 7.65;

17 0 1 7.65; 18 8.4 1 7.65; 19 4.2 1 10.8; 20 4.2 -1.5 10.8; 21 4.2 -1.5 9.25;

22 4.2 -1.5 7.65; 23 2.35 -1.5 9.25; 24 2.35 -1.5 7.65; 25 6.05 -1.5 9.25;

26 6.05 -1.5 7.65; 27 0 -1.5 7.65; 28 8.4 -1.5 7.65; 29 0 4.6 0; 30 8.4 4.6 0;

31 0 4.6 10.8; 32 8.4 4.6 10.8; 33 0 4.6 9.25; 34 8.4 4.6 9.25;

35 2.35 4.6 9.25; 36 4.2 4.6 9.25; 37 6.05 4.6 9.25; 38 2.35 4.6 7.65;

39 4.2 4.6 7.65; 40 6.05 4.6 7.65; 41 0 4.6 7.65; 42 8.4 4.6 7.65;

43 4.2 4.6 10.8; 44 1.4 4.6 0; 45 2.8 4.6 0; 46 4.2 4.6 0; 47 5.6 4.6 0;

48 7 4.6 0; 49 1.4 4.6 7.65; 50 2.8 4.6 7.65; 51 5.6 4.6 7.65; 52 7 4.6 7.65;

53 0 4.6 1.275; 54 0 4.6 2.55; 55 0 4.6 3.825; 56 0 4.6 5.1; 57 0 4.6 6.375;

58 8.4 4.6 1.275; 59 8.4 4.6 2.55; 60 8.4 4.6 3.825; 61 8.4 4.6 5.1;

62 8.4 4.6 6.375; 63 1.4 4.6 1.275; 64 1.4 4.6 2.55; 65 1.4 4.6 3.825;

66 1.4 4.6 5.1; 67 1.4 4.6 6.375; 68 2.8 4.6 1.275; 69 2.8 4.6 2.55;

70 2.8 4.6 3.825; 71 2.8 4.6 5.1; 72 2.8 4.6 6.375; 73 4.2 4.6 1.275;

74 4.2 4.6 2.55; 75 4.2 4.6 3.825; 76 4.2 4.6 5.1; 77 4.2 4.6 6.375;

78 5.6 4.6 1.275; 79 5.6 4.6 2.55; 80 5.6 4.6 3.825; 81 5.6 4.6 5.1;

82 5.6 4.6 6.375; 83 7 4.6 1.275; 84 7 4.6 2.55; 85 7 4.6 3.825; 86 7 4.6 5.1;

87 7 4.6 6.375; 88 1.4 4.6 9.25; 89 7 4.6 9.25; 90 0 8.2 0; 91 8.4 8.2 0;

92 0 8.2 10.8; 93 8.4 8.2 10.8; 94 0 8.2 9.25; 95 8.4 8.2 9.25;

96 2.35 8.2 9.25; 97 4.2 8.2 9.25; 98 6.05 8.2 9.25; 99 2.35 8.2 7.65;

100 4.2 8.2 7.65; 101 6.05 8.2 7.65; 102 0 8.2 7.65; 103 8.4 8.2 7.65;

104 4.2 8.2 10.8; 105 1.4 8.2 0; 106 2.8 8.2 0; 107 4.2 8.2 0; 108 5.6 8.2 0;

109 7 8.2 0; 110 1.4 8.2 7.65; 111 2.8 8.2 7.65; 112 5.6 8.2 7.65;

113 7 8.2 7.65; 114 0 8.2 1.275; 115 0 8.2 2.55; 116 0 8.2 3.825;

117 0 8.2 5.1; 118 0 8.2 6.375; 119 8.4 8.2 1.275; 120 8.4 8.2 2.55;

121 8.4 8.2 3.825; 122 8.4 8.2 5.1; 123 8.4 8.2 6.375; 124 1.4 8.2 1.275;

125 1.4 8.2 2.55; 126 1.4 8.2 3.825; 127 1.4 8.2 5.1; 128 1.4 8.2 6.375;

129 2.8 8.2 1.275; 130 2.8 8.2 2.55; 131 2.8 8.2 3.825; 132 2.8 8.2 5.1;

133 2.8 8.2 6.375; 134 4.2 8.2 1.275; 135 4.2 8.2 2.55; 136 4.2 8.2 3.825;

137 4.2 8.2 5.1; 138 4.2 8.2 6.375; 139 5.6 8.2 1.275; 140 5.6 8.2 2.55;

141 5.6 8.2 3.825; 142 5.6 8.2 5.1; 143 5.6 8.2 6.375; 144 7 8.2 1.275;

145 7 8.2 2.55; 146 7 8.2 3.825; 147 7 8.2 5.1; 148 7 8.2 6.375;

149 1.4 8.2 9.25; 150 7 8.2 9.25; 151 0 11.8 0; 152 8.4 11.8 0;

153 0 11.8 10.8; 154 8.4 11.8 10.8; 155 0 11.8 9.25; 156 8.4 11.8 9.25;

157 2.35 11.8 9.25; 158 4.2 11.8 9.25; 159 6.05 11.8 9.25; 160 2.35 11.8 7.65;

161 4.2 11.8 7.65; 162 6.05 11.8 7.65; 163 0 11.8 7.65; 164 8.4 11.8 7.65;

165 4.2 11.8 10.8; 166 1.4 11.8 0; 167 2.8 11.8 0; 168 4.2 11.8 0;

169 5.6 11.8 0; 170 7 11.8 0; 171 1.4 11.8 7.65; 172 2.8 11.8 7.65;

173 5.6 11.8 7.65; 174 7 11.8 7.65; 175 0 11.8 1.275; 176 0 11.8 2.55;

177 0 11.8 3.825; 178 0 11.8 5.1; 179 0 11.8 6.375; 180 8.4 11.8 1.275;

181 8.4 11.8 2.55; 182 8.4 11.8 3.825; 183 8.4 11.8 5.1; 184 8.4 11.8 6.375;

185 1.4 11.8 1.275; 186 1.4 11.8 2.55; 187 1.4 11.8 3.825; 188 1.4 11.8 5.1;

189 1.4 11.8 6.375; 190 2.8 11.8 1.275; 191 2.8 11.8 2.55; 192 2.8 11.8 3.825;

193 2.8 11.8 5.1; 194 2.8 11.8 6.375; 195 4.2 11.8 1.275; 196 4.2 11.8 2.55;

197 4.2 11.8 3.825; 198 4.2 11.8 5.1; 199 4.2 11.8 6.375; 200 5.6 11.8 1.275;

201 5.6 11.8 2.55; 202 5.6 11.8 3.825; 203 5.6 11.8 5.1; 204 5.6 11.8 6.375;

205 7 11.8 1.275; 206 7 11.8 2.55; 207 7 11.8 3.825; 208 7 11.8 5.1;

209 7 11.8 6.375; 210 1.4 11.8 9.25; 211 7 11.8 9.25; 212 0 15.4 0;

213 8.4 15.4 0; 214 0 15.4 10.8; 215 8.4 15.4 10.8; 216 0 15.4 9.25;

217 8.4 15.4 9.25; 218 2.35 15.4 9.25; 219 4.2 15.4 9.25; 220 6.05 15.4 9.25;

221 2.35 15.4 7.65; 222 4.2 15.4 7.65; 223 6.05 15.4 7.65; 224 0 15.4 7.65;

225 8.4 15.4 7.65; 226 4.2 15.4 10.8; 227 1.4 15.4 0; 228 2.8 15.4 0;

38

229 4.2 15.4 0; 230 5.6 15.4 0; 231 7 15.4 0; 232 1.4 15.4 7.65;

233 2.8 15.4 7.65; 234 5.6 15.4 7.65; 235 7 15.4 7.65; 236 0 15.4 1.275;

237 0 15.4 2.55; 238 0 15.4 3.825; 239 0 15.4 5.1; 240 0 15.4 6.375;

241 8.4 15.4 1.275; 242 8.4 15.4 2.55; 243 8.4 15.4 3.825; 244 8.4 15.4 5.1;

245 8.4 15.4 6.375; 246 1.4 15.4 1.275; 247 1.4 15.4 2.55; 248 1.4 15.4 3.825;

249 1.4 15.4 5.1; 250 1.4 15.4 6.375; 251 2.8 15.4 1.275; 252 2.8 15.4 2.55;

253 2.8 15.4 3.825; 254 2.8 15.4 5.1; 255 2.8 15.4 6.375; 256 4.2 15.4 1.275;

257 4.2 15.4 2.55; 258 4.2 15.4 3.825; 259 4.2 15.4 5.1; 260 4.2 15.4 6.375;

261 5.6 15.4 1.275; 262 5.6 15.4 2.55; 263 5.6 15.4 3.825; 264 5.6 15.4 5.1;

265 5.6 15.4 6.375; 266 7 15.4 1.275; 267 7 15.4 2.55; 268 7 15.4 3.825;

269 7 15.4 5.1; 270 7 15.4 6.375; 271 1.4 15.4 9.25; 272 7 15.4 9.25;

273 2.35 17.9 9.25; 274 4.2 17.9 9.25; 275 6.05 17.9 9.25; 276 2.35 17.9 7.65;

277 4.2 17.9 7.65; 278 6.05 17.9 7.65; 279 16.8 -1.5 0; 280 16.8 1 0;

281 16.8 -1.5 10.8; 282 16.8 1 10.8; 283 16.8 4.6 0; 284 16.8 4.6 10.8;

285 16.8 8.2 0; 286 16.8 8.2 10.8; 287 16.8 11.8 0; 288 16.8 11.8 10.8;

289 16.8 15.4 0; 290 16.8 15.4 10.8; 291 -8.4 -1.5 0; 292 -8.4 1 0;

293 -8.4 -1.5 10.8; 294 -8.4 1 10.8; 295 -8.4 4.6 0; 296 -8.4 4.6 10.8;

297 -8.4 8.2 0; 298 -8.4 8.2 10.8; 299 -8.4 11.8 0; 300 -8.4 11.8 10.8;

301 -8.4 15.4 0; 302 -8.4 15.4 10.8; 303 -8.4 4.6 1.275; 304 -8.4 4.6 2.55;

305 -8.4 4.6 3.825; 306 -8.4 4.6 5.1; 307 -8.4 4.6 6.375; 308 -8.4 8.2 1.275;

309 -8.4 8.2 2.55; 310 -8.4 8.2 3.825; 311 -8.4 8.2 5.1; 312 -8.4 8.2 6.375;

313 -8.4 11.8 1.275; 314 -8.4 11.8 2.55; 315 -8.4 11.8 3.825;

316 -8.4 11.8 5.1; 317 -8.4 11.8 6.375; 318 -8.4 15.4 1.275;

319 -8.4 15.4 2.55; 320 -8.4 15.4 3.825; 321 -8.4 15.4 5.1;

322 -8.4 15.4 6.375; 323 16.8 4.6 1.275; 324 16.8 4.6 2.55; 325 16.8 4.6 3.825;

326 16.8 4.6 5.1; 327 16.8 4.6 6.375; 328 16.8 8.2 1.275; 329 16.8 8.2 2.55;

330 16.8 8.2 3.825; 331 16.8 8.2 5.1; 332 16.8 8.2 6.375; 333 16.8 11.8 1.275;

334 16.8 11.8 2.55; 335 16.8 11.8 3.825; 336 16.8 11.8 5.1;

337 16.8 11.8 6.375; 338 16.8 15.4 1.275; 339 16.8 15.4 2.55;

340 16.8 15.4 3.825; 341 16.8 15.4 5.1; 342 16.8 15.4 6.375; 343 -8.4 4.6 7.65;

344 -8.4 8.2 7.65; 345 -8.4 11.8 7.65; 346 -8.4 15.4 7.65; 347 -8.4 4.6 8.925;

348 -8.4 8.2 8.925; 349 -8.4 11.8 8.925; 350 -8.4 15.4 8.925;

351 -8.4 4.6 10.2; 352 -8.4 8.2 10.2; 353 -8.4 11.8 10.2; 354 -8.4 15.4 10.2;

355 0 4.6 8.925; 356 0 8.2 8.925; 357 0 11.8 8.925; 358 0 15.4 8.925;

359 0 4.6 10.2; 360 0 8.2 10.2; 361 0 11.8 10.2; 362 0 15.4 10.2;

363 16.8 4.6 7.65; 364 16.8 8.2 7.65; 365 16.8 11.8 7.65; 366 16.8 15.4 7.65;

367 16.8 4.6 8.925; 368 16.8 8.2 8.925; 369 16.8 11.8 8.925;

370 16.8 15.4 8.925; 371 16.8 4.6 10.2; 372 16.8 8.2 10.2; 373 16.8 11.8 10.2;

374 16.8 15.4 10.2; 375 8.4 4.6 8.925; 376 8.4 8.2 8.925; 377 8.4 11.8 8.925;

378 8.4 15.4 8.925; 379 8.4 4.6 10.2; 380 8.4 8.2 10.2; 381 8.4 11.8 10.2;

382 8.4 15.4 10.2; 383 -1.4 4.6 0; 384 -2.8 4.6 0; 385 -4.2 4.6 0;

386 -5.6 4.6 0; 387 -7 4.6 0; 388 -1.4 8.2 0; 389 -2.8 8.2 0; 390 -4.2 8.2 0;

391 -5.6 8.2 0; 392 -7 8.2 0; 393 -1.4 11.8 0; 394 -2.8 11.8 0;

395 -4.2 11.8 0; 396 -5.6 11.8 0; 397 -7 11.8 0; 398 -1.4 15.4 0;

399 -2.8 15.4 0; 400 -4.2 15.4 0; 401 -5.6 15.4 0; 402 -7 15.4 0;

403 -1.4 4.6 10.8; 404 -2.8 4.6 10.8; 405 -4.2 4.6 10.8; 406 -5.6 4.6 10.8;

407 -7 4.6 10.8; 408 -1.4 8.2 10.8; 409 -2.8 8.2 10.8; 410 -4.2 8.2 10.8;

411 -5.6 8.2 10.8; 412 -7 8.2 10.8; 413 -1.4 11.8 10.8; 414 -2.8 11.8 10.8;

415 -4.2 11.8 10.8; 416 -5.6 11.8 10.8; 417 -7 11.8 10.8; 418 -1.4 15.4 10.8;

419 -2.8 15.4 10.8; 420 -4.2 15.4 10.8; 421 -5.6 15.4 10.8; 422 -7 15.4 10.8;

423 -1.4 4.6 1.275; 424 -2.8 4.6 1.275; 425 -4.2 4.6 1.275; 426 -5.6 4.6 1.275;

427 -7 4.6 1.275; 428 -1.4 8.2 1.275; 429 -2.8 8.2 1.275; 430 -4.2 8.2 1.275;

431 -5.6 8.2 1.275; 432 -7 8.2 1.275; 433 -1.4 11.8 1.275; 434 -2.8 11.8 1.275;

435 -4.2 11.8 1.275; 436 -5.6 11.8 1.275; 437 -7 11.8 1.275;

438 -1.4 15.4 1.275; 439 -2.8 15.4 1.275; 440 -4.2 15.4 1.275;

441 -5.6 15.4 1.275; 442 -7 15.4 1.275; 443 -1.4 4.6 2.55; 444 -2.8 4.6 2.55;

445 -4.2 4.6 2.55; 446 -5.6 4.6 2.55; 447 -7 4.6 2.55; 448 -1.4 8.2 2.55;

449 -2.8 8.2 2.55; 450 -4.2 8.2 2.55; 451 -5.6 8.2 2.55; 452 -7 8.2 2.55;

453 -1.4 11.8 2.55; 454 -2.8 11.8 2.55; 455 -4.2 11.8 2.55; 456 -5.6 11.8 2.55;

457 -7 11.8 2.55; 458 -1.4 15.4 2.55; 459 -2.8 15.4 2.55; 460 -4.2 15.4 2.55;

461 -5.6 15.4 2.55; 462 -7 15.4 2.55; 463 -1.4 4.6 3.825; 464 -2.8 4.6 3.825;

465 -4.2 4.6 3.825; 466 -5.6 4.6 3.825; 467 -7 4.6 3.825; 468 -1.4 8.2 3.825;

469 -2.8 8.2 3.825; 470 -4.2 8.2 3.825; 471 -5.6 8.2 3.825; 472 -7 8.2 3.825;

39

473 -1.4 11.8 3.825; 474 -2.8 11.8 3.825; 475 -4.2 11.8 3.825;

476 -5.6 11.8 3.825; 477 -7 11.8 3.825; 478 -1.4 15.4 3.825;

479 -2.8 15.4 3.825; 480 -4.2 15.4 3.825; 481 -5.6 15.4 3.825;

482 -7 15.4 3.825; 483 -1.4 4.6 5.1; 484 -2.8 4.6 5.1; 485 -4.2 4.6 5.1;

486 -5.6 4.6 5.1; 487 -7 4.6 5.1; 488 -1.4 8.2 5.1; 489 -2.8 8.2 5.1;

490 -4.2 8.2 5.1; 491 -5.6 8.2 5.1; 492 -7 8.2 5.1; 493 -1.4 11.8 5.1;

494 -2.8 11.8 5.1; 495 -4.2 11.8 5.1; 496 -5.6 11.8 5.1; 497 -7 11.8 5.1;

498 -1.4 15.4 5.1; 499 -2.8 15.4 5.1; 500 -4.2 15.4 5.1; 501 -5.6 15.4 5.1;

502 -7 15.4 5.1; 503 -1.4 4.6 6.375; 504 -2.8 4.6 6.375; 505 -4.2 4.6 6.375;

506 -5.6 4.6 6.375; 507 -7 4.6 6.375; 508 -1.4 8.2 6.375; 509 -2.8 8.2 6.375;

510 -4.2 8.2 6.375; 511 -5.6 8.2 6.375; 512 -7 8.2 6.375; 513 -1.4 11.8 6.375;

514 -2.8 11.8 6.375; 515 -4.2 11.8 6.375; 516 -5.6 11.8 6.375;

517 -7 11.8 6.375; 518 -1.4 15.4 6.375; 519 -2.8 15.4 6.375;

520 -4.2 15.4 6.375; 521 -5.6 15.4 6.375; 522 -7 15.4 6.375; 523 -1.4 4.6 7.65;

524 -2.8 4.6 7.65; 525 -4.2 4.6 7.65; 526 -5.6 4.6 7.65; 527 -7 4.6 7.65;

528 -1.4 8.2 7.65; 529 -2.8 8.2 7.65; 530 -4.2 8.2 7.65; 531 -5.6 8.2 7.65;

532 -7 8.2 7.65; 533 -1.4 11.8 7.65; 534 -2.8 11.8 7.65; 535 -4.2 11.8 7.65;

536 -5.6 11.8 7.65; 537 -7 11.8 7.65; 538 -1.4 15.4 7.65; 539 -2.8 15.4 7.65;

540 -4.2 15.4 7.65; 541 -5.6 15.4 7.65; 542 -7 15.4 7.65; 543 -1.4 4.6 8.925;

544 -2.8 4.6 8.925; 545 -4.2 4.6 8.925; 546 -5.6 4.6 8.925; 547 -7 4.6 8.925;

548 -1.4 8.2 8.925; 549 -2.8 8.2 8.925; 550 -4.2 8.2 8.925; 551 -5.6 8.2 8.925;

552 -7 8.2 8.925; 553 -1.4 11.8 8.925; 554 -2.8 11.8 8.925;

555 -4.2 11.8 8.925; 556 -5.6 11.8 8.925; 557 -7 11.8 8.925;

558 -1.4 15.4 8.925; 559 -2.8 15.4 8.925; 560 -4.2 15.4 8.925;

561 -5.6 15.4 8.925; 562 -7 15.4 8.925; 563 -1.4 4.6 10.2; 564 -2.8 4.6 10.2;

565 -4.2 4.6 10.2; 566 -5.6 4.6 10.2; 567 -7 4.6 10.2; 568 -1.4 8.2 10.2;

569 -2.8 8.2 10.2; 570 -4.2 8.2 10.2; 571 -5.6 8.2 10.2; 572 -7 8.2 10.2;

573 -1.4 11.8 10.2; 574 -2.8 11.8 10.2; 575 -4.2 11.8 10.2; 576 -5.6 11.8 10.2;

577 -7 11.8 10.2; 578 -1.4 15.4 10.2; 579 -2.8 15.4 10.2; 580 -4.2 15.4 10.2;

581 -5.6 15.4 10.2; 582 -7 15.4 10.2; 583 9.8 4.6 0; 584 11.2 4.6 0;

585 12.6 4.6 0; 586 14 4.6 0; 587 15.4 4.6 0; 588 9.8 8.2 0; 589 11.2 8.2 0;

590 12.6 8.2 0; 591 14 8.2 0; 592 15.4 8.2 0; 593 9.8 11.8 0; 594 11.2 11.8 0;

595 12.6 11.8 0; 596 14 11.8 0; 597 15.4 11.8 0; 598 9.8 15.4 0;

599 11.2 15.4 0; 600 12.6 15.4 0; 601 14 15.4 0; 602 15.4 15.4 0;

603 9.8 4.6 10.8; 604 11.2 4.6 10.8; 605 12.6 4.6 10.8; 606 14 4.6 10.8;

607 15.4 4.6 10.8; 608 9.8 8.2 10.8; 609 11.2 8.2 10.8; 610 12.6 8.2 10.8;

611 14 8.2 10.8; 612 15.4 8.2 10.8; 613 9.8 11.8 10.8; 614 11.2 11.8 10.8;

615 12.6 11.8 10.8; 616 14 11.8 10.8; 617 15.4 11.8 10.8; 618 9.8 15.4 10.8;

619 11.2 15.4 10.8; 620 12.6 15.4 10.8; 621 14 15.4 10.8; 622 15.4 15.4 10.8;

623 9.8 4.6 1.275; 624 11.2 4.6 1.275; 625 12.6 4.6 1.275; 626 14 4.6 1.275;

627 15.4 4.6 1.275; 628 9.8 8.2 1.275; 629 11.2 8.2 1.275; 630 12.6 8.2 1.275;

631 14 8.2 1.275; 632 15.4 8.2 1.275; 633 9.8 11.8 1.275; 634 11.2 11.8 1.275;

635 12.6 11.8 1.275; 636 14 11.8 1.275; 637 15.4 11.8 1.275;

638 9.8 15.4 1.275; 639 11.2 15.4 1.275; 640 12.6 15.4 1.275;

641 14 15.4 1.275; 642 15.4 15.4 1.275; 643 9.8 4.6 2.55; 644 11.2 4.6 2.55;

645 12.6 4.6 2.55; 646 14 4.6 2.55; 647 15.4 4.6 2.55; 648 9.8 8.2 2.55;

649 11.2 8.2 2.55; 650 12.6 8.2 2.55; 651 14 8.2 2.55; 652 15.4 8.2 2.55;

653 9.8 11.8 2.55; 654 11.2 11.8 2.55; 655 12.6 11.8 2.55; 656 14 11.8 2.55;

657 15.4 11.8 2.55; 658 9.8 15.4 2.55; 659 11.2 15.4 2.55; 660 12.6 15.4 2.55;

661 14 15.4 2.55; 662 15.4 15.4 2.55; 663 9.8 4.6 3.825; 664 11.2 4.6 3.825;

665 12.6 4.6 3.825; 666 14 4.6 3.825; 667 15.4 4.6 3.825; 668 9.8 8.2 3.825;

669 11.2 8.2 3.825; 670 12.6 8.2 3.825; 671 14 8.2 3.825; 672 15.4 8.2 3.825;

673 9.8 11.8 3.825; 674 11.2 11.8 3.825; 675 12.6 11.8 3.825;

676 14 11.8 3.825; 677 15.4 11.8 3.825; 678 9.8 15.4 3.825;

679 11.2 15.4 3.825; 680 12.6 15.4 3.825; 681 14 15.4 3.825;

682 15.4 15.4 3.825; 683 9.8 4.6 5.1; 684 11.2 4.6 5.1; 685 12.6 4.6 5.1;

686 14 4.6 5.1; 687 15.4 4.6 5.1; 688 9.8 8.2 5.1; 689 11.2 8.2 5.1;

690 12.6 8.2 5.1; 691 14 8.2 5.1; 692 15.4 8.2 5.1; 693 9.8 11.8 5.1;

694 11.2 11.8 5.1; 695 12.6 11.8 5.1; 696 14 11.8 5.1; 697 15.4 11.8 5.1;

698 9.8 15.4 5.1; 699 11.2 15.4 5.1; 700 12.6 15.4 5.1; 701 14 15.4 5.1;

702 15.4 15.4 5.1; 703 9.8 4.6 6.375; 704 11.2 4.6 6.375; 705 12.6 4.6 6.375;

706 14 4.6 6.375; 707 15.4 4.6 6.375; 708 9.8 8.2 6.375; 709 11.2 8.2 6.375;

710 12.6 8.2 6.375; 711 14 8.2 6.375; 712 15.4 8.2 6.375; 713 9.8 11.8 6.375;

40

714 11.2 11.8 6.375; 715 12.6 11.8 6.375; 716 14 11.8 6.375;

717 15.4 11.8 6.375; 718 9.8 15.4 6.375; 719 11.2 15.4 6.375;

720 12.6 15.4 6.375; 721 14 15.4 6.375; 722 15.4 15.4 6.375; 723 9.8 4.6 7.65;

724 11.2 4.6 7.65; 725 12.6 4.6 7.65; 726 14 4.6 7.65; 727 15.4 4.6 7.65;

728 9.8 8.2 7.65; 729 11.2 8.2 7.65; 730 12.6 8.2 7.65; 731 14 8.2 7.65;

732 15.4 8.2 7.65; 733 9.8 11.8 7.65; 734 11.2 11.8 7.65; 735 12.6 11.8 7.65;

736 14 11.8 7.65; 737 15.4 11.8 7.65; 738 9.8 15.4 7.65; 739 11.2 15.4 7.65;

740 12.6 15.4 7.65; 741 14 15.4 7.65; 742 15.4 15.4 7.65; 743 9.8 4.6 8.925;

744 11.2 4.6 8.925; 745 12.6 4.6 8.925; 746 14 4.6 8.925; 747 15.4 4.6 8.925;

748 9.8 8.2 8.925; 749 11.2 8.2 8.925; 750 12.6 8.2 8.925; 751 14 8.2 8.925;

752 15.4 8.2 8.925; 753 9.8 11.8 8.925; 754 11.2 11.8 8.925;

755 12.6 11.8 8.925; 756 14 11.8 8.925; 757 15.4 11.8 8.925;

758 9.8 15.4 8.925; 759 11.2 15.4 8.925; 760 12.6 15.4 8.925;

761 14 15.4 8.925; 762 15.4 15.4 8.925; 763 9.8 4.6 10.2; 764 11.2 4.6 10.2;

765 12.6 4.6 10.2; 766 14 4.6 10.2; 767 15.4 4.6 10.2; 768 9.8 8.2 10.2;

769 11.2 8.2 10.2; 770 12.6 8.2 10.2; 771 14 8.2 10.2; 772 15.4 8.2 10.2;

773 9.8 11.8 10.2; 774 11.2 11.8 10.2; 775 12.6 11.8 10.2; 776 14 11.8 10.2;

777 15.4 11.8 10.2; 778 9.8 15.4 10.2; 779 11.2 15.4 10.2; 780 12.6 15.4 10.2;

781 14 15.4 10.2; 782 15.4 15.4 10.2;

MEMBER INCIDENCES

1 3 4; 2 1 3; 3 2 4; 4 7 19; 5 5 7; 6 6 8; 7 3 17; 8 4 18; 9 9 7; 10 10 8;

11 9 11; 12 11 12; 13 12 13; 14 13 10; 15 14 11; 16 15 12; 17 16 13; 18 17 9;

20 18 10; 21 16 18; 22 17 14; 23 14 15; 24 15 16; 25 19 8; 26 12 19; 27 20 19;

28 21 12; 29 22 15; 30 23 11; 31 24 14; 32 25 13; 33 26 16; 34 27 17; 35 28 18;

36 29 44; 37 31 43; 38 29 53; 39 30 58; 40 33 359; 41 34 379; 42 33 88;

43 35 36; 44 36 37; 45 37 89; 46 38 35; 47 39 36; 48 40 37; 49 41 355;

50 42 375; 51 40 52; 52 41 49; 53 38 50; 54 39 51; 55 43 32; 56 36 43; 57 29 3;

58 41 17; 59 31 7; 60 35 11; 61 38 14; 62 32 8; 63 42 18; 64 37 13; 65 40 16;

66 43 19; 67 36 12; 68 39 15; 69 30 4; 70 44 45; 71 45 46; 72 46 47; 73 47 48;

74 48 30; 75 49 38; 76 44 63; 77 50 39; 78 45 68; 79 46 73; 80 51 40; 81 47 78;

82 52 42; 83 48 83; 84 53 54; 85 54 55; 86 55 56; 87 56 57; 88 57 41; 89 58 59;

90 53 63; 91 59 60; 92 54 64; 93 60 61; 94 55 65; 95 61 62; 96 56 66; 97 62 42;

98 57 67; 99 63 64; 100 64 65; 101 65 66; 102 66 67; 103 67 49; 104 68 69;

105 69 70; 106 70 71; 107 71 72; 108 72 50; 109 73 74; 110 74 75; 111 75 76;

112 76 77; 113 77 39; 114 78 79; 115 79 80; 116 80 81; 117 81 82; 118 82 51;

119 83 84; 120 84 85; 121 85 86; 122 86 87; 123 87 52; 124 63 68; 125 68 73;

126 73 78; 127 78 83; 128 83 58; 129 64 69; 130 69 74; 131 74 79; 132 79 84;

133 84 59; 134 65 70; 135 70 75; 136 75 80; 137 80 85; 138 85 60; 139 66 71;

140 71 76; 141 76 81; 142 81 86; 143 86 61; 144 67 72; 145 72 77; 146 77 82;

147 82 87; 148 87 62; 149 88 35; 150 49 88; 151 89 34; 152 52 89; 153 90 105;

154 92 104; 155 90 114; 156 91 119; 157 94 360; 158 95 380; 159 94 149;

160 96 97; 161 97 98; 162 98 150; 163 99 96; 164 100 97; 165 101 98;

166 102 356; 167 103 376; 168 101 113; 169 102 110; 170 99 111; 171 100 112;

172 104 93; 173 97 104; 174 90 29; 175 102 41; 176 92 31; 177 96 35; 178 99 38;

179 93 32; 180 103 42; 181 98 37; 182 101 40; 183 104 43; 184 97 36;

185 100 39; 186 91 30; 187 105 106; 188 106 107; 189 107 108; 190 108 109;

191 109 91; 192 110 99; 193 105 124; 194 111 100; 195 106 129; 196 107 134;

197 112 101; 198 108 139; 199 113 103; 200 109 144; 201 114 115; 202 115 116;

203 116 117; 204 117 118; 205 118 102; 206 119 120; 207 114 124; 208 120 121;

209 115 125; 210 121 122; 211 116 126; 212 122 123; 213 117 127; 214 123 103;

215 118 128; 216 124 125; 217 125 126; 218 126 127; 219 127 128; 220 128 110;

221 129 130; 222 130 131; 223 131 132; 224 132 133; 225 133 111; 226 134 135;

227 135 136; 228 136 137; 229 137 138; 230 138 100; 231 139 140; 232 140 141;

233 141 142; 234 142 143; 235 143 112; 236 144 145; 237 145 146; 238 146 147;

239 147 148; 240 148 113; 241 124 129; 242 129 134; 243 134 139; 244 139 144;

245 144 119; 246 125 130; 247 130 135; 248 135 140; 249 140 145; 250 145 120;

251 126 131; 252 131 136; 253 136 141; 254 141 146; 255 146 121; 256 127 132;

257 132 137; 258 137 142; 259 142 147; 260 147 122; 261 128 133; 262 133 138;

263 138 143; 264 143 148; 265 148 123; 266 149 96; 267 110 149; 268 150 95;

269 113 150; 270 151 166; 271 153 165; 272 151 175; 273 152 180; 274 155 361;

275 156 381; 276 155 210; 277 157 158; 278 158 159; 279 159 211; 280 160 157;

281 161 158; 282 162 159; 283 163 357; 284 164 377; 285 162 174; 286 163 171;

287 160 172; 288 161 173; 289 165 154; 290 158 165; 291 151 90; 292 163 102;

41

293 153 92; 294 157 96; 295 160 99; 296 154 93; 297 164 103; 298 159 98;

299 162 101; 300 165 104; 301 158 97; 302 161 100; 303 152 91; 304 166 167;

305 167 168; 306 168 169; 307 169 170; 308 170 152; 309 171 160; 310 166 185;

311 172 161; 312 167 190; 313 168 195; 314 173 162; 315 169 200; 316 174 164;

317 170 205; 318 175 176; 319 176 177; 320 177 178; 321 178 179; 322 179 163;

323 180 181; 324 175 185; 325 181 182; 326 176 186; 327 182 183; 328 177 187;

329 183 184; 330 178 188; 331 184 164; 332 179 189; 333 185 186; 334 186 187;

335 187 188; 336 188 189; 337 189 171; 338 190 191; 339 191 192; 340 192 193;

341 193 194; 342 194 172; 343 195 196; 344 196 197; 345 197 198; 346 198 199;

347 199 161; 348 200 201; 349 201 202; 350 202 203; 351 203 204; 352 204 173;

353 205 206; 354 206 207; 355 207 208; 356 208 209; 357 209 174; 358 185 190;

359 190 195; 360 195 200; 361 200 205; 362 205 180; 363 186 191; 364 191 196;

365 196 201; 366 201 206; 367 206 181; 368 187 192; 369 192 197; 370 197 202;

371 202 207; 372 207 182; 373 188 193; 374 193 198; 375 198 203; 376 203 208;

377 208 183; 378 189 194; 379 194 199; 380 199 204; 381 204 209; 382 209 184;

383 210 157; 384 171 210; 385 211 156; 386 174 211; 387 212 227; 388 214 226;

389 212 236; 390 213 241; 391 216 362; 392 217 382; 393 216 271; 394 218 219;

395 219 220; 396 220 272; 397 221 218; 398 222 219; 399 223 220; 400 224 358;

401 225 378; 402 223 235; 403 224 232; 404 221 233; 405 222 234; 406 226 215;

407 219 226; 408 212 151; 409 224 163; 410 214 153; 411 218 157; 412 221 160;

413 215 154; 414 225 164; 415 220 159; 416 223 162; 417 226 165; 418 219 158;

419 222 161; 420 213 152; 421 227 228; 422 228 229; 423 229 230; 424 230 231;

425 231 213; 426 232 221; 427 227 246; 428 233 222; 429 228 251; 430 229 256;

431 234 223; 432 230 261; 433 235 225; 434 231 266; 435 236 237; 436 237 238;

437 238 239; 438 239 240; 439 240 224; 440 241 242; 441 236 246; 442 242 243;

443 237 247; 444 243 244; 445 238 248; 446 244 245; 447 239 249; 448 245 225;

449 240 250; 450 246 247; 451 247 248; 452 248 249; 453 249 250; 454 250 232;

455 251 252; 456 252 253; 457 253 254; 458 254 255; 459 255 233; 460 256 257;

461 257 258; 462 258 259; 463 259 260; 464 260 222; 465 261 262; 466 262 263;

467 263 264; 468 264 265; 469 265 234; 470 266 267; 471 267 268; 472 268 269;

473 269 270; 474 270 235; 475 246 251; 476 251 256; 477 256 261; 478 261 266;

479 266 241; 480 247 252; 481 252 257; 482 257 262; 483 262 267; 484 267 242;

485 248 253; 486 253 258; 487 258 263; 488 263 268; 489 268 243; 490 249 254;

491 254 259; 492 259 264; 493 264 269; 494 269 244; 495 250 255; 496 255 260;

497 260 265; 498 265 270; 499 270 245; 500 271 218; 501 232 271; 502 272 217;

503 235 272; 504 218 273; 505 219 274; 506 220 275; 507 221 276; 508 222 277;

509 223 278; 512 273 274; 513 274 275; 514 276 273; 515 277 274; 516 278 275;

517 276 277; 518 277 278; 520 4 280; 522 8 282; 523 30 583; 524 32 603;

525 91 588; 526 93 608; 527 152 593; 528 154 613; 529 213 598; 530 215 618;

531 281 282; 532 284 282; 533 286 284; 534 288 286; 535 290 288; 536 279 280;

537 283 280; 538 285 283; 539 287 285; 540 289 287; 541 280 282; 542 283 323;

543 285 328; 544 287 333; 545 289 338; 547 3 292; 549 7 294; 550 29 383;

551 31 403; 552 90 388; 553 92 408; 554 151 393; 555 153 413; 556 212 398;

557 214 418; 558 292 294; 559 295 303; 560 297 308; 561 299 313; 562 301 318;

563 293 294; 564 296 294; 565 298 296; 566 300 298; 567 302 300; 568 291 292;

569 295 292; 570 297 295; 571 299 297; 572 301 299; 573 303 304; 574 53 423;

575 304 305; 576 54 443; 577 305 306; 578 55 463; 579 306 307; 580 56 483;

581 307 343; 582 57 503; 583 308 309; 584 114 428; 585 309 310; 586 115 448;

587 310 311; 588 116 468; 589 311 312; 590 117 488; 591 312 344; 592 118 508;

593 313 314; 594 175 433; 595 314 315; 596 176 453; 597 315 316; 598 177 473;

599 316 317; 600 178 493; 601 317 345; 602 179 513; 603 318 319; 604 236 438;

605 319 320; 606 237 458; 607 320 321; 608 238 478; 609 321 322; 610 239 498;

611 322 346; 612 240 518; 613 323 324; 614 58 623; 615 324 325; 616 59 643;

617 325 326; 618 60 663; 619 326 327; 620 61 683; 621 327 363; 622 62 703;

623 328 329; 624 119 628; 625 329 330; 626 120 648; 627 330 331; 628 121 668;

629 331 332; 630 122 688; 631 332 364; 632 123 708; 633 333 334; 634 180 633;

635 334 335; 636 181 653; 637 335 336; 638 182 673; 639 336 337; 640 183 693;

641 337 365; 642 184 713; 643 338 339; 644 241 638; 645 339 340; 646 242 658;

647 340 341; 648 243 678; 649 341 342; 650 244 698; 651 342 366; 652 245 718;

653 343 347; 654 344 348; 655 345 349; 656 346 350; 657 347 351; 658 348 352;

659 349 353; 660 350 354; 661 351 296; 662 352 298; 663 353 300; 664 354 302;

665 343 527; 666 344 532; 667 345 537; 668 346 542; 669 355 33; 670 347 547;

671 356 94; 672 348 552; 673 357 155; 674 349 557; 675 358 216; 676 350 562;

42

677 359 31; 678 351 359; 679 360 92; 680 352 360; 681 361 153; 682 353 361;

683 362 214; 684 354 362; 685 363 367; 686 364 368; 687 365 369; 688 366 370;

689 367 371; 690 368 372; 691 369 373; 692 370 374; 693 371 284; 694 372 286;

695 373 288; 696 374 290; 697 363 727; 698 364 732; 699 365 737; 700 366 742;

701 375 34; 702 367 747; 703 376 95; 704 368 752; 705 377 156; 706 369 757;

707 378 217; 708 370 762; 709 379 32; 710 371 379; 711 380 93; 712 372 380;

713 381 154; 714 373 381; 715 382 215; 716 374 382; 717 383 384; 718 384 385;

719 385 386; 720 386 387; 721 387 295; 722 388 389; 723 389 390; 724 390 391;

725 391 392; 726 392 297; 727 393 394; 728 394 395; 729 395 396; 730 396 397;

731 397 299; 732 398 399; 733 399 400; 734 400 401; 735 401 402; 736 402 301;

737 403 404; 738 383 423; 739 404 405; 740 384 424; 741 405 406; 742 385 425;

743 406 407; 744 386 426; 745 407 296; 746 387 427; 747 408 409; 748 388 428;

749 409 410; 750 389 429; 751 410 411; 752 390 430; 753 411 412; 754 391 431;

755 412 298; 756 392 432; 757 413 414; 758 393 433; 759 414 415; 760 394 434;

761 415 416; 762 395 435; 763 416 417; 764 396 436; 765 417 300; 766 397 437;

767 418 419; 768 398 438; 769 419 420; 770 399 439; 771 420 421; 772 400 440;

773 421 422; 774 401 441; 775 422 302; 776 402 442; 777 423 443; 778 424 444;

779 425 445; 780 426 446; 781 427 447; 782 428 448; 783 429 449; 784 430 450;

785 431 451; 786 432 452; 787 433 453; 788 434 454; 789 435 455; 790 436 456;

791 437 457; 792 438 458; 793 439 459; 794 440 460; 795 441 461; 796 442 462;

797 443 463; 798 444 464; 799 445 465; 800 446 466; 801 447 467; 802 448 468;

803 449 469; 804 450 470; 805 451 471; 806 452 472; 807 453 473; 808 454 474;

809 455 475; 810 456 476; 811 457 477; 812 458 478; 813 459 479; 814 460 480;

815 461 481; 816 462 482; 817 463 483; 818 464 484; 819 465 485; 820 466 486;

821 467 487; 822 468 488; 823 469 489; 824 470 490; 825 471 491; 826 472 492;

827 473 493; 828 474 494; 829 475 495; 830 476 496; 831 477 497; 832 478 498;

833 479 499; 834 480 500; 835 481 501; 836 482 502; 837 483 503; 838 484 504;

839 485 505; 840 486 506; 841 487 507; 842 488 508; 843 489 509; 844 490 510;

845 491 511; 846 492 512; 847 493 513; 848 494 514; 849 495 515; 850 496 516;

851 497 517; 852 498 518; 853 499 519; 854 500 520; 855 501 521; 856 502 522;

857 503 523; 858 504 524; 859 505 525; 860 506 526; 861 507 527; 862 508 528;

863 509 529; 864 510 530; 865 511 531; 866 512 532; 867 513 533; 868 514 534;

869 515 535; 870 516 536; 871 517 537; 872 518 538; 873 519 539; 874 520 540;

875 521 541; 876 522 542; 877 523 543; 878 524 544; 879 525 545; 880 526 546;

881 527 547; 882 528 548; 883 529 549; 884 530 550; 885 531 551; 886 532 552;

887 533 553; 888 534 554; 889 535 555; 890 536 556; 891 537 557; 892 538 558;

893 539 559; 894 540 560; 895 541 561; 896 542 562; 897 543 563; 898 544 564;

899 545 565; 900 546 566; 901 547 567; 902 548 568; 903 549 569; 904 550 570;

905 551 571; 906 552 572; 907 553 573; 908 554 574; 909 555 575; 910 556 576;

911 557 577; 912 558 578; 913 559 579; 914 560 580; 915 561 581; 916 562 582;

917 563 403; 918 564 404; 919 565 405; 920 566 406; 921 567 407; 922 568 408;

923 569 409; 924 570 410; 925 571 411; 926 572 412; 927 573 413; 928 574 414;

929 575 415; 930 576 416; 931 577 417; 932 578 418; 933 579 419; 934 580 420;

935 581 421; 936 582 422; 937 423 424; 938 424 425; 939 425 426; 940 426 427;

941 427 303; 942 443 444; 943 444 445; 944 445 446; 945 446 447; 946 447 304;

947 463 464; 948 464 465; 949 465 466; 950 466 467; 951 467 305; 952 483 484;

953 484 485; 954 485 486; 955 486 487; 956 487 306; 957 503 504; 958 504 505;

959 505 506; 960 506 507; 961 507 307; 962 428 429; 963 429 430; 964 430 431;

965 431 432; 966 432 308; 967 448 449; 968 449 450; 969 450 451; 970 451 452;

971 452 309; 972 468 469; 973 469 470; 974 470 471; 975 471 472; 976 472 310;

977 488 489; 978 489 490; 979 490 491; 980 491 492; 981 492 311; 982 508 509;

983 509 510; 984 510 511; 985 511 512; 986 512 312; 987 433 434; 988 434 435;

989 435 436; 990 436 437; 991 437 313; 992 453 454; 993 454 455; 994 455 456;

995 456 457; 996 457 314; 997 473 474; 998 474 475; 999 475 476; 1000 476 477;

1001 477 315; 1002 493 494; 1003 494 495; 1004 495 496; 1005 496 497;

1006 497 316; 1007 513 514; 1008 514 515; 1009 515 516; 1010 516 517;

1011 517 317; 1012 438 439; 1013 439 440; 1014 440 441; 1015 441 442;

1016 442 318; 1017 458 459; 1018 459 460; 1019 460 461; 1020 461 462;

1021 462 319; 1022 478 479; 1023 479 480; 1024 480 481; 1025 481 482;

1026 482 320; 1027 498 499; 1028 499 500; 1029 500 501; 1030 501 502;

1031 502 321; 1032 518 519; 1033 519 520; 1034 520 521; 1035 521 522;

1036 522 322; 1037 527 526; 1038 526 525; 1039 525 524; 1040 524 523;

1041 523 41; 1042 532 531; 1043 531 530; 1044 530 529; 1045 529 528;

43

1046 528 102; 1047 537 536; 1048 536 535; 1049 535 534; 1050 534 533;

1051 533 163; 1052 542 541; 1053 541 540; 1054 540 539; 1055 539 538;

1056 538 224; 1057 547 546; 1058 546 545; 1059 545 544; 1060 544 543;

1061 543 355; 1062 552 551; 1063 551 550; 1064 550 549; 1065 549 548;

1066 548 356; 1067 557 556; 1068 556 555; 1069 555 554; 1070 554 553;

1071 553 357; 1072 562 561; 1073 561 560; 1074 560 559; 1075 559 558;

1076 558 358; 1077 583 584; 1078 584 585; 1079 585 586; 1080 586 587;

1081 587 283; 1082 588 589; 1083 589 590; 1084 590 591; 1085 591 592;

1086 592 285; 1087 593 594; 1088 594 595; 1089 595 596; 1090 596 597;

1091 597 287; 1092 598 599; 1093 599 600; 1094 600 601; 1095 601 602;

1096 602 289; 1097 603 604; 1098 583 623; 1099 604 605; 1100 584 624;

1101 605 606; 1102 585 625; 1103 606 607; 1104 586 626; 1105 607 284;

1106 587 627; 1107 608 609; 1108 588 628; 1109 609 610; 1110 589 629;

1111 610 611; 1112 590 630; 1113 611 612; 1114 591 631; 1115 612 286;

1116 592 632; 1117 613 614; 1118 593 633; 1119 614 615; 1120 594 634;

1121 615 616; 1122 595 635; 1123 616 617; 1124 596 636; 1125 617 288;

1126 597 637; 1127 618 619; 1128 598 638; 1129 619 620; 1130 599 639;

1131 620 621; 1132 600 640; 1133 621 622; 1134 601 641; 1135 622 290;

1136 602 642; 1137 623 643; 1138 624 644; 1139 625 645; 1140 626 646;

1141 627 647; 1142 628 648; 1143 629 649; 1144 630 650; 1145 631 651;

1146 632 652; 1147 633 653; 1148 634 654; 1149 635 655; 1150 636 656;

1151 637 657; 1152 638 658; 1153 639 659; 1154 640 660; 1155 641 661;

1156 642 662; 1157 643 663; 1158 644 664; 1159 645 665; 1160 646 666;

1161 647 667; 1162 648 668; 1163 649 669; 1164 650 670; 1165 651 671;

1166 652 672; 1167 653 673; 1168 654 674; 1169 655 675; 1170 656 676;

1171 657 677; 1172 658 678; 1173 659 679; 1174 660 680; 1175 661 681;

1176 662 682; 1177 663 683; 1178 664 684; 1179 665 685; 1180 666 686;

1181 667 687; 1182 668 688; 1183 669 689; 1184 670 690; 1185 671 691;

1186 672 692; 1187 673 693; 1188 674 694; 1189 675 695; 1190 676 696;

1191 677 697; 1192 678 698; 1193 679 699; 1194 680 700; 1195 681 701;

1196 682 702; 1197 683 703; 1198 684 704; 1199 685 705; 1200 686 706;

1201 687 707; 1202 688 708; 1203 689 709; 1204 690 710; 1205 691 711;

1206 692 712; 1207 693 713; 1208 694 714; 1209 695 715; 1210 696 716;

1211 697 717; 1212 698 718; 1213 699 719; 1214 700 720; 1215 701 721;

1216 702 722; 1217 703 723; 1218 704 724; 1219 705 725; 1220 706 726;

1221 707 727; 1222 708 728; 1223 709 729; 1224 710 730; 1225 711 731;

1226 712 732; 1227 713 733; 1228 714 734; 1229 715 735; 1230 716 736;

1231 717 737; 1232 718 738; 1233 719 739; 1234 720 740; 1235 721 741;

1236 722 742; 1237 723 743; 1238 724 744; 1239 725 745; 1240 726 746;

1241 727 747; 1242 728 748; 1243 729 749; 1244 730 750; 1245 731 751;

1246 732 752; 1247 733 753; 1248 734 754; 1249 735 755; 1250 736 756;

1251 737 757; 1252 738 758; 1253 739 759; 1254 740 760; 1255 741 761;

1256 742 762; 1257 743 763; 1258 744 764; 1259 745 765; 1260 746 766;

1261 747 767; 1262 748 768; 1263 749 769; 1264 750 770; 1265 751 771;

1266 752 772; 1267 753 773; 1268 754 774; 1269 755 775; 1270 756 776;

1271 757 777; 1272 758 778; 1273 759 779; 1274 760 780; 1275 761 781;

1276 762 782; 1277 763 603; 1278 764 604; 1279 765 605; 1280 766 606;

1281 767 607; 1282 768 608; 1283 769 609; 1284 770 610; 1285 771 611;

1286 772 612; 1287 773 613; 1288 774 614; 1289 775 615; 1290 776 616;

1291 777 617; 1292 778 618; 1293 779 619; 1294 780 620; 1295 781 621;

1296 782 622; 1297 623 624; 1298 624 625; 1299 625 626; 1300 626 627;

1301 627 323; 1302 643 644; 1303 644 645; 1304 645 646; 1305 646 647;

1306 647 324; 1307 663 664; 1308 664 665; 1309 665 666; 1310 666 667;

1311 667 325; 1312 683 684; 1313 684 685; 1314 685 686; 1315 686 687;

1316 687 326; 1317 703 704; 1318 704 705; 1319 705 706; 1320 706 707;

1321 707 327; 1322 628 629; 1323 629 630; 1324 630 631; 1325 631 632;

1326 632 328; 1327 648 649; 1328 649 650; 1329 650 651; 1330 651 652;

1331 652 329; 1332 668 669; 1333 669 670; 1334 670 671; 1335 671 672;

1336 672 330; 1337 688 689; 1338 689 690; 1339 690 691; 1340 691 692;

1341 692 331; 1342 708 709; 1343 709 710; 1344 710 711; 1345 711 712;

1346 712 332; 1347 633 634; 1348 634 635; 1349 635 636; 1350 636 637;

1351 637 333; 1352 653 654; 1353 654 655; 1354 655 656; 1355 656 657;

1356 657 334; 1357 673 674; 1358 674 675; 1359 675 676; 1360 676 677;

44

1361 677 335; 1362 693 694; 1363 694 695; 1364 695 696; 1365 696 697;

1366 697 336; 1367 713 714; 1368 714 715; 1369 715 716; 1370 716 717;

1371 717 337; 1372 638 639; 1373 639 640; 1374 640 641; 1375 641 642;

1376 642 338; 1377 658 659; 1378 659 660; 1379 660 661; 1380 661 662;

1381 662 339; 1382 678 679; 1383 679 680; 1384 680 681; 1385 681 682;

1386 682 340; 1387 698 699; 1388 699 700; 1389 700 701; 1390 701 702;

1391 702 341; 1392 718 719; 1393 719 720; 1394 720 721; 1395 721 722;

1396 722 342; 1397 727 726; 1398 726 725; 1399 725 724; 1400 724 723;

1401 723 42; 1402 732 731; 1403 731 730; 1404 730 729; 1405 729 728;

1406 728 103; 1407 737 736; 1408 736 735; 1409 735 734; 1410 734 733;

1411 733 164; 1412 742 741; 1413 741 740; 1414 740 739; 1415 739 738;

1416 738 225; 1417 747 746; 1418 746 745; 1419 745 744; 1420 744 743;

1421 743 375; 1422 752 751; 1423 751 750; 1424 750 749; 1425 749 748;

1426 748 376; 1427 757 756; 1428 756 755; 1429 755 754; 1430 754 753;

1431 753 377; 1432 762 761; 1433 761 760; 1434 760 759; 1435 759 758;

1436 758 378;


ISOTROPIC CONCRETE

E 2.17185e+007

POISSON 0.17

DENSITY 23.5616

ALPHA 1e-005

DAMP 0.05

END DEFINE MATERIAL


27 TO 33 60 61 64 TO 68 177 178 181 TO 185 294 295 298 TO 302 411 412 415 -

416 TO 419 504 TO 509 PRIS YD 0.23 ZD 0.23

2 3 57 69 174 186 291 303 408 420 536 TO 540 568 TO 572 PRIS YD 0.8 ZD 0.8

34 35 58 63 175 180 292 297 409 414 PRIS YD 0.4 ZD 0.7

1 4 7 TO 18 20 TO 26 520 522 541 547 549 558 PRIS YD 0.6 ZD 0.3

42 TO 48 56 149 TO 152 159 TO 165 173 266 TO 269 276 TO 282 290 383 TO 386 -

393 TO 399 407 500 TO 503 512 TO 518 PRIS YD 0.4 ZD 0.23

76 78 79 81 83 90 92 94 96 98 TO 148 193 195 196 198 200 207 209 211 213 215 -

216 TO 265 310 312 313 315 317 324 326 328 330 332 TO 382 427 429 430 432 -

434 441 443 445 447 449 TO 499 574 576 578 580 582 584 586 588 590 592 594 -

596 598 600 602 604 606 608 610 612 614 616 618 620 622 624 626 628 630 632 -

634 636 638 640 642 644 646 648 650 652 665 TO 668 670 672 674 676 678 680 -

682 684 697 TO 700 702 704 706 708 710 712 714 716 738 740 742 744 746 748 -

750 752 754 756 758 760 762 764 766 768 770 772 774 776 TO 1076 1098 1100 -

1102 1104 1106 1108 1110 1112 1114 1116 1118 1120 1122 1124 1126 1128 1130 -

1132 1134 1136 TO 1436 PRIS YD 0.55 ZD 1.4 YB 0.43 ZB 0.3

36 TO 41 49 TO 55 70 TO 75 77 80 82 84 TO 89 91 93 95 97 153 TO 158 -

166 TO 172 187 TO 192 194 197 199 201 TO 206 208 210 212 214 270 TO 275 283 -

284 TO 289 304 TO 309 311 314 316 318 TO 323 325 327 329 331 387 TO 392 400 -

401 TO 406 421 TO 426 428 431 433 435 TO 440 442 444 446 448 523 TO 530 542 -

543 TO 545 550 TO 557 559 TO 562 573 575 577 579 581 583 585 587 589 591 593 -

595 597 599 601 603 605 607 609 611 613 615 617 619 621 623 625 627 629 631 -

633 635 637 639 641 643 645 647 649 651 653 TO 664 669 671 673 675 677 679 -

681 683 685 TO 696 701 703 705 707 709 711 713 715 717 TO 737 739 741 743 -

745 747 749 751 753 755 757 759 761 763 765 767 769 771 773 775 1077 TO 1097 -

1099 1101 1103 1105 1107 1109 1111 1113 1115 1117 1119 1121 1123 1125 1127 -

1129 1131 1133 1135 PRIS AX 0.435 IX 0.0164 IY 0.0001 IZ 0.0316


5 6 59 62 176 179 293 296 410 413 531 TO 535 563 TO 567 PRIS YD 0.55 ZD 0.85

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 2 5 6 20 TO 28 279 281 291 293 FIXED

DEFINE WIND LOAD

TYPE 1

INT 1.73 1.73 1.73 1.73 1.73 HEIG 3.3 6.6 9.9 13.2 16.5

EXP 1 JOINT 292 294 TO 322 343 TO 354

DEFINE 1893 LOAD

45

ZONE 0.24 RF 3 I 1.5 SS 1 DM 0.05 DT 2.5

JOINT WEIGHT

1 WEIGHT 28.274

2 WEIGHT 28.274

3 WEIGHT 234.033

4 WEIGHT 234.033

5 WEIGHT 20.653

6 WEIGHT 20.653

7 WEIGHT 174.457

8 WEIGHT 174.457

11 WEIGHT 67.366

12 WEIGHT 72.7

13 WEIGHT 67.366

14 WEIGHT 46.1

15 WEIGHT 17.39

16 WEIGHT 46.1

17 WEIGHT 192.94

18 WEIGHT 192.94

19 WEIGHT 132.958

20 WEIGHT 2.337

21 WEIGHT 2.337

22 WEIGHT 2.337

23 WEIGHT 2.337

24 WEIGHT 2.337

25 WEIGHT 2.337

26 WEIGHT 2.337

27 WEIGHT 9.277

28 WEIGHT 9.277

29 WEIGHT 868.762

30 WEIGHT 868.762

31 WEIGHT 291.863

32 WEIGHT 291.863

35 WEIGHT 9.493

36 WEIGHT 52.208

37 WEIGHT 9.493

38 WEIGHT -108.533

39 WEIGHT 312.17

40 WEIGHT -108.533

41 WEIGHT 1170.56

42 WEIGHT 1170.56

43 WEIGHT 52.42

90 WEIGHT 870.451

91 WEIGHT 870.451

92 WEIGHT 289.829

93 WEIGHT 289.829

96 WEIGHT 10.994

97 WEIGHT 52.316

98 WEIGHT 10.994

99 WEIGHT -101.018

100 WEIGHT 306.482

101 WEIGHT -101.018

102 WEIGHT 1154.33

103 WEIGHT 1154.33

104 WEIGHT 63.701

151 WEIGHT 873.03

152 WEIGHT 873.03

153 WEIGHT 289.386

154 WEIGHT 289.386

157 WEIGHT 11.869

158 WEIGHT 52.549

159 WEIGHT 11.869

160 WEIGHT -97.903

161 WEIGHT 303.566

46

162 WEIGHT -97.903

163 WEIGHT 1144.3

164 WEIGHT 1144.3

165 WEIGHT 67.356

212 WEIGHT 817.85

213 WEIGHT 817.85

214 WEIGHT 256.043

215 WEIGHT 256.043

218 WEIGHT 3.105

219 WEIGHT 50.038

220 WEIGHT 3.105

221 WEIGHT -129.184

222 WEIGHT 329.409

223 WEIGHT -129.184

224 WEIGHT 1220.78

225 WEIGHT 1220.78

226 WEIGHT 21.839

273 WEIGHT 13.364

274 WEIGHT 23.328

275 WEIGHT 13.364

276 WEIGHT 11.069

277 WEIGHT 21.517

278 WEIGHT 11.069

279 WEIGHT 28.274

280 WEIGHT 130.101

281 WEIGHT 20.653

282 WEIGHT 111.323

283 WEIGHT 582.127

284 WEIGHT 570.514

285 WEIGHT 583.651

286 WEIGHT 573.691

287 WEIGHT 585.201

288 WEIGHT 575.567

289 WEIGHT 534.975

290 WEIGHT 529.936

291 WEIGHT 28.274

292 WEIGHT 130.101

293 WEIGHT 20.653

294 WEIGHT 111.323

295 WEIGHT 582.127

296 WEIGHT 570.514

297 WEIGHT 583.651

298 WEIGHT 573.691

299 WEIGHT 585.201

300 WEIGHT 575.567

301 WEIGHT 534.975

302 WEIGHT 529.936


1893 LOAD X 1


1893 LOAD Z 1


WIND LOAD X 1 TYPE 1 XR 0 32.4 YR 1 15.5 ZR 0 10.8 OPEN


WIND LOAD Z 1 TYPE 1 XR 0 25.2 YR 1 15.5 OPEN


WIND LOAD -X -1 TYPE 1 XR 0 32.4 YR 1 16.5 OPEN


WIND LOAD -Z -1 TYPE 1 XR 0 25.2 YR 1 16.5 OPEN


SELFWEIGHT Y -1

LOAD 8 LOADTYPE None TITLE WL

MEMBER LOAD

47

4 7 TO 10 12 13 15 17 18 20 25 UNI GY -15

43 44 46 48 160 161 163 165 277 278 280 282 394 395 397 399 UNI GY -11

LOAD 9 LOADTYPE None TITLE SLAB DL + FLOOR FINISH

FLOOR LOAD

YRANGE 4.6 4.7 FLOAD -3.5 XRANGE 0 1.4 ZRANGE 7.65 9.25 GY








YRANGE 17.9 18 FLOAD -4 XRANGE 2.35 6.05 ZRANGE 7.65 9.25

LOAD 10 LOADTYPE None TITLE STAIR LOAD

MEMBER LOAD

37 40 41 55 56 154 157 158 172 173 271 274 275 289 290 388 391 392 406 407 -

677 679 681 683 709 711 713 715 UNI GY -7.5

JOINT LOAD

273 TO 278 FY -0.5

LOAD 11 LOADTYPE None TITLE SLAB LL

FLOOR LOAD

YRANGE 4.6 4.7 FLOAD -3 XRANGE -8.4 16.8 ZRANGE 0 10.8 GY




YRANGE 17.9 18.1 FLOAD -1.5 GY


7 1.5 8 1.5 9 1.5 10 1.5 11 1.5


7 1.5 8 1.5 9 1.5 10 1.5 1 1.5


7 1.5 8 1.5 9 1.5 10 1.5 1 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 2 1.5


7 1.5 8 1.5 9 1.5 10 1.5 2 -1.5


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 2 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2

LOAD COMB 21 0.9 * DL + 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 1.5

LOAD COMB 22 0.9 * DL - 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 -1.5


7 0.9 8 0.9 9 0.9 10 0.9 2 1.5

LOAD COMB 24 0.9 * DL - 1.5 * EQZ

7 0.9 8 0.9 9 0.9 10 0.9 2 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 3 1.5


7 1.5 8 1.5 9 1.5 10 1.5 5 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 4 1.5


7 1.5 8 1.5 9 1.5 10 1.5 6 -1.5


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 3 1.2


48

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 5 -1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 4 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 6 -1.2

LOAD COMB 33 0.9 * DL+ 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 3 1.5

LOAD COMB 34 0.9 * DL - 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 5 -1.5

LOAD COMB 35 0.9 * DL+ 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 4 1.5

LOAD COMB 36 0.9 * DL - 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 6 -1.5


FINISH

49

STAAD INPUT FILE

STAAD SPACE


ENGINEER DATE 24-Dec-09

END JOB INFORMATION

INPUT WIDTH 79

UNIT METER KN

JOINT COORDINATES

1 0 -1.5 0; 2 10.69 -1.5 0; 3 0 1 0; 4 10.69 1 0; 5 0 -1.5 8.36;

6 10.69 -1.5 8.36; 7 0 1 8.36; 8 10.69 1 8.36; 9 0 -1.5 14.16;

10 10.69 -1.5 14.16; 11 0 1 14.16; 12 10.69 1 14.16; 13 0 -1.5 24.96;

14 10.69 -1.5 24.96; 15 0 1 24.96; 16 10.69 1 24.96; 17 5.345 1 0;

18 5.345 1 8.36; 19 5.345 1 14.16; 20 5.345 1 24.96; 27 5.345 -1.5 0;

28 5.345 -1.5 8.36; 29 5.345 -1.5 14.16; 31 0 4.6 0; 32 10.69 4.6 0;

33 0 4.6 8.36; 34 10.69 4.6 8.36; 35 0 4.6 14.16; 36 10.69 4.6 14.16;

37 0 4.6 24.96; 38 10.69 4.6 24.96; 39 5.345 4.6 0; 40 5.345 4.6 8.36;

41 5.345 4.6 14.16; 42 5.345 4.6 24.96; 46 0 4.6 4.18; 47 10.69 4.6 4.18;

48 5.345 4.6 4.18; 49 0 4.6 11.26; 50 10.69 4.6 11.26; 53 5.345 4.6 11.26;

58 0 8.2 0; 59 10.69 8.2 0; 60 0 8.2 8.36; 61 10.69 8.2 8.36; 62 0 8.2 14.16;

63 10.69 8.2 14.16; 64 0 8.2 24.96; 65 10.69 8.2 24.96; 66 5.345 8.2 0;

67 5.345 8.2 8.36; 68 5.345 8.2 14.16; 69 5.345 8.2 24.96; 73 0 8.2 4.18;

74 10.69 8.2 4.18; 75 5.345 8.2 4.18; 76 0 8.2 11.26; 77 10.69 8.2 11.26;

80 5.345 8.2 11.26; 85 0 11.8 0; 86 10.69 11.8 0; 87 0 11.8 8.36;

88 10.69 11.8 8.36; 89 0 11.8 14.16; 90 10.69 11.8 14.16; 91 0 11.8 24.96;

92 10.69 11.8 24.96; 93 5.345 11.8 0; 94 5.345 11.8 8.36; 95 5.345 11.8 14.16;

96 5.345 11.8 24.96; 100 0 11.8 4.18; 101 10.69 11.8 4.18; 102 5.345 11.8 4.18;

103 0 11.8 11.26; 104 10.69 11.8 11.26; 107 5.345 11.8 11.26; 112 0 15.4 0;

113 10.69 15.4 0; 114 0 15.4 8.36; 115 10.69 15.4 8.36; 116 0 15.4 14.16;

117 10.69 15.4 14.16; 118 0 15.4 24.96; 119 10.69 15.4 24.96; 120 5.345 15.4 0;

121 5.345 15.4 8.36; 122 5.345 15.4 14.16; 123 5.345 15.4 24.96;

127 0 15.4 4.18; 128 10.69 15.4 4.18; 129 5.345 15.4 4.18; 130 0 15.4 11.26;

131 10.69 15.4 11.26; 134 5.345 15.4 11.26; 139 0 4.6 17.76; 140 0 4.6 21.36;

141 10.69 4.6 17.76; 142 10.69 4.6 21.36; 143 5.345 4.6 17.76;

144 5.345 4.6 21.36; 145 0 8.2 17.76; 146 0 8.2 21.36; 147 5.345 8.2 17.76;

148 5.345 8.2 21.36; 149 10.69 8.2 17.76; 150 10.69 8.2 21.36;

151 0 15.4 17.76; 152 0 15.4 21.36; 153 5.345 15.4 17.76; 154 5.345 15.4 21.36;

155 10.69 15.4 17.76; 156 10.69 15.4 21.36; 157 0 11.8 17.76; 158 0 11.8 21.36;

159 5.345 11.8 17.76; 160 5.345 11.8 21.36; 161 10.69 11.8 17.76;

162 10.69 11.8 21.36; 163 0 1 35.76; 164 5.345 1 35.76; 165 0 -1.5 35.76;

166 10.69 -1.5 35.76; 167 10.69 1 35.76; 169 0 4.6 35.76; 170 5.345 4.6 35.76;

171 10.69 4.6 35.76; 172 0 8.2 35.76; 173 5.345 8.2 35.76; 174 10.69 8.2 35.76;

175 0 11.8 35.76; 176 5.345 11.8 35.76; 177 10.69 11.8 35.76; 178 0 15.4 35.76;

179 5.345 15.4 35.76; 180 10.69 15.4 35.76; 181 0 4.6 28.56;

182 10.69 4.6 28.56; 183 0 4.6 32.16; 184 10.69 4.6 32.16; 185 5.345 4.6 28.56;

186 5.345 4.6 32.16; 187 0 8.2 28.56; 188 5.345 8.2 28.56; 189 10.69 8.2 28.56;

190 0 8.2 32.16; 191 5.345 8.2 32.16; 192 10.69 8.2 32.16; 193 0 15.4 28.56;

194 5.345 15.4 28.56; 195 10.69 15.4 28.56; 196 0 15.4 32.16;

197 5.345 15.4 32.16; 198 10.69 15.4 32.16; 199 0 11.8 28.56;

200 5.345 11.8 28.56; 201 10.69 11.8 28.56; 202 0 11.8 32.16;

203 5.345 11.8 32.16; 204 10.69 11.8 32.16;

MEMBER INCIDENCES

1 3 17; 2 1 3; 3 2 4; 5 5 7; 6 6 8; 8 9 11; 9 10 12; 10 15 20; 11 13 15;

12 14 16; 13 3 7; 14 4 8; 15 7 11; 16 8 12; 19 17 4; 22 20 16; 23 17 18;

24 18 19; 32 27 17; 33 28 18; 34 29 19; 36 31 39; 37 37 42; 38 31 46; 39 32 47;

40 33 49; 41 34 50; 44 39 32; 45 42 38; 46 39 48; 47 40 53; 52 3 31; 53 7 33;

54 11 35; 56 15 37; 58 16 38; 59 17 39; 60 4 32; 61 18 40; 62 19 41; 64 12 36;

66 8 34; 67 46 33; 68 47 34; 69 48 40; 70 46 48; 71 48 47; 72 33 40; 73 40 34;

74 35 41; 75 41 36; 78 49 35; 79 50 36; 82 53 41; 87 49 53; 88 53 50; 93 58 66;

94 64 69; 95 58 73; 96 59 74; 97 60 76; 98 61 77; 101 66 59; 102 69 65;

103 66 75; 104 67 80; 109 31 58; 110 33 60; 111 35 62; 113 37 64; 115 38 65;

116 39 66; 117 32 59; 118 40 67; 119 41 68; 121 36 63; 123 34 61; 124 73 60;

125 74 61; 126 75 67; 127 73 75; 128 75 74; 129 60 67; 130 67 61; 131 62 68;

50

132 68 63; 135 76 62; 136 77 63; 139 80 68; 144 76 80; 145 80 77; 150 85 93;

151 91 96; 152 85 100; 153 86 101; 154 87 103; 155 88 104; 158 93 86;

159 96 92; 160 93 102; 161 94 107; 166 58 85; 167 60 87; 168 62 89; 170 64 91;

172 65 92; 173 66 93; 174 59 86; 175 67 94; 176 68 95; 178 63 90; 180 61 88;

181 100 87; 182 101 88; 183 102 94; 184 100 102; 185 102 101; 186 87 94;

187 94 88; 188 89 95; 189 95 90; 192 103 89; 193 104 90; 196 107 95;

201 103 107; 202 107 104; 207 112 120; 208 118 123; 209 112 127; 210 113 128;

211 114 130; 212 115 131; 215 120 113; 216 123 119; 217 120 129; 218 121 134;

223 85 112; 224 87 114; 225 89 116; 227 91 118; 229 92 119; 230 93 120;

231 86 113; 232 94 121; 233 95 122; 235 90 117; 237 88 115; 238 127 114;

239 128 115; 240 129 121; 241 127 129; 242 129 128; 243 114 121; 244 121 115;

245 116 122; 246 122 117; 249 130 116; 250 131 117; 253 134 122; 258 130 134;

259 134 131; 265 11 15; 266 19 20; 267 12 16; 268 35 139; 269 36 141;

270 139 140; 271 140 37; 272 141 142; 273 142 38; 274 41 143; 275 143 144;

276 144 42; 277 139 143; 278 143 141; 279 140 144; 280 144 142; 281 62 145;

282 68 147; 283 63 149; 284 145 146; 285 146 64; 286 147 148; 287 148 69;

288 149 150; 289 150 65; 290 145 147; 291 147 149; 292 146 148; 293 148 150;

294 116 151; 295 122 153; 296 117 155; 297 151 152; 298 152 118; 299 153 154;

300 154 123; 301 155 156; 302 156 119; 303 151 153; 304 153 155; 305 152 154;

306 154 156; 307 89 157; 308 95 159; 309 90 161; 310 157 158; 311 158 91;

312 159 160; 313 160 96; 314 161 162; 315 162 92; 316 157 159; 317 159 161;

318 158 160; 319 160 162; 320 163 164; 321 165 163; 322 166 167; 323 164 167;

325 169 170; 326 170 171; 327 163 169; 328 167 171; 330 172 173; 331 173 174;

332 169 172; 333 171 174; 335 175 176; 336 176 177; 337 172 175; 338 174 177;

340 178 179; 341 179 180; 342 175 178; 343 177 180; 345 15 163; 346 20 164;

347 16 167; 348 37 181; 349 38 182; 350 181 183; 351 183 169; 352 182 184;

353 184 171; 354 42 185; 355 185 186; 356 186 170; 357 181 185; 358 185 182;

359 183 186; 360 186 184; 361 64 187; 362 69 188; 363 65 189; 364 187 190;

365 190 172; 366 188 191; 367 191 173; 368 189 192; 369 192 174; 370 187 188;

371 188 189; 372 190 191; 373 191 192; 374 118 193; 375 123 194; 376 119 195;

377 193 196; 378 196 178; 379 194 197; 380 197 179; 381 195 198; 382 198 180;

383 193 194; 384 194 195; 385 196 197; 386 197 198; 387 91 199; 388 96 200;

389 92 201; 390 199 202; 391 202 175; 392 200 203; 393 203 176; 394 201 204;

395 204 177; 396 199 200; 397 200 201; 398 202 203; 399 203 204;


ISOTROPIC CONCRETE

E 2.17185e+007

POISSON 0.17

DENSITY 23.5616

ALPHA 1e-005

DAMP 0.05

END DEFINE MATERIAL


2 5 6 8 9 32 TO 34 52 TO 54 59 61 62 64 66 109 TO 111 116 118 119 121 123 -

166 TO 168 173 175 176 178 180 223 TO 225 230 232 233 235 -

237 PRIS YD 0.3 ZD 0.6

1 10 13 TO 16 19 22 TO 24 265 TO 267 320 323 345 TO 347 PRIS YD 0.6 ZD 0.23

36 38 TO 41 44 46 47 67 TO 75 78 79 82 87 88 93 95 TO 98 101 103 104 -

124 TO 132 135 136 139 144 145 150 152 TO 155 158 160 161 181 TO 189 192 -

193 196 201 202 207 209 TO 212 215 217 218 238 TO 246 249 250 253 258 259 -

268 TO 319 325 326 330 331 335 336 340 341 348 TO 399 PRIS YD 0.5 ZD 0.2


3 60 117 174 231 PRIS YD 0.5 ZD 0.35


321 322 327 328 332 333 337 338 342 343 PRIS YD 0.3 ZD 0.4


11 12 56 58 113 115 170 172 227 229 PRIS YD 0.3 ZD 0.8

37 45 94 102 151 159 208 216 PRIS YD 0.8 ZD 0.3

CONSTANTS

MATERIAL CONCRETE ALL

SUPPORTS

1 2 5 6 9 10 13 14 27 TO 29 165 166 FIXED

DEFINE WIND LOAD

51

TYPE 1

INT 1.73 1.73 1.73 1.73 1.73 HEIG 1 4.6 8.2 11.8 15.4

EXP 1 JOINT 3 7 11 15 31 33 35 37 46 49 58 60 62 64 73 76 85 87 89 91 100 -

103 112 114 116 118 127 130 163 169 172 175 178

DEFINE 1893 LOAD

ZONE 0.24 RF 3 I 1.5 SS 1 DM 0.05 DT 2.5

JOINT WEIGHT

1 WEIGHT 7.952

2 WEIGHT 7.952

3 WEIGHT 53.408

4 WEIGHT 53.408

5 WEIGHT 7.952

6 WEIGHT 7.952

7 WEIGHT 53.194

8 WEIGHT 53.194

9 13 165 WEIGHT 7.952

10 14 166 WEIGHT 7.952

11 15 163 WEIGHT 47.303

12 16 167 WEIGHT 47.303

13 165 WEIGHT 7.952

14 166 WEIGHT 7.952

15 163 WEIGHT 45.876

16 167 WEIGHT 45.876

17 WEIGHT 66.125

18 WEIGHT 51.662

19 20 164 WEIGHT 48.306

20 164 WEIGHT 59.869

27 WEIGHT 7.952

28 WEIGHT 7.952

29 WEIGHT 7.952

31 WEIGHT 252.101

32 WEIGHT 252.101

33 WEIGHT 376.928

34 WEIGHT 376.928

35 37 169 WEIGHT 291.626

36 38 171 WEIGHT 291.626

37 169 WEIGHT 174.935

38 171 WEIGHT 174.935

39 WEIGHT 490.059

40 WEIGHT 758.125

41 42 170 WEIGHT 612.534

42 170 WEIGHT 358.009

58 WEIGHT 253.526

59 WEIGHT 253.526

60 WEIGHT 378.061

61 WEIGHT 378.061

62 64 172 WEIGHT 294.235

63 65 174 WEIGHT 294.235

64 172 WEIGHT 176.371

65 174 WEIGHT 176.371

66 WEIGHT 488.438

67 WEIGHT 752.137

68 69 173 WEIGHT 609.883

69 173 WEIGHT 357.115

85 WEIGHT 254.713

86 WEIGHT 254.713

87 WEIGHT 377.672

88 WEIGHT 377.672

89 91 175 WEIGHT 296.117

90 92 177 WEIGHT 296.117

91 175 WEIGHT 177.533

92 177 WEIGHT 177.533

93 WEIGHT 488.047

52

94 WEIGHT 748.027

95 96 176 WEIGHT 609.754

96 176 WEIGHT 357.041

112 WEIGHT 235.221

113 WEIGHT 235.221

114 WEIGHT 365.165

115 WEIGHT 365.165

116 118 178 WEIGHT 271.823

117 119 180 WEIGHT 271.823

118 178 WEIGHT 158.023

119 180 WEIGHT 158.023

120 WEIGHT 482.725

121 WEIGHT 765.329

122 123 179 WEIGHT 604.806

123 179 WEIGHT 348.624


1893 LOAD X 1


1893 LOAD Z 1


WIND LOAD X 1 TYPE 1 XR 0 32.4 YR 1 16.5 OPEN


WIND LOAD Z 1 TYPE 1 XR 0 25.2 YR 3.3 16.5 OPEN


WIND LOAD -X -1 TYPE 1 XR 0 32.4 YR 3.3 16.5 OPEN


WIND LOAD -Z -1 TYPE 1 XR 0 25.2 YR 3.3 16.5 OPEN


SELFWEIGHT Y -1

LOAD 8 LOADTYPE None TITLE WALL

MEMBER LOAD

36 TO 41 44 TO 47 67 TO 69 78 79 82 93 TO 98 101 TO 104 124 TO 126 135 136 -

139 150 TO 155 158 TO 161 181 TO 183 192 193 196 207 TO 212 215 TO 218 238 -

239 TO 240 249 250 253 325 326 330 331 335 336 340 341 UNI GY -5

LOAD 9 LOADTYPE None TITLE SLAB DL

FLOOR LOAD





LOAD 10 LOADTYPE None TITLE FLOOR FINISH

FLOOR LOAD





LOAD 11 LOADTYPE None TITLE SLAB LL

FLOOR LOAD






7 1.5 8 1.5 9 1.5 10 1.5 11 1.5


7 1.5 8 1.5 9 1.5 10 1.5 1 1.5


7 1.5 8 1.5 9 1.5 10 1.5 1 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 2 1.5


7 1.5 8 1.5 9 1.5 10 1.5 2 -1.5


53

7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 2 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 1 -1.2

LOAD COMB 21 0.9 * DL + 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 1.5

LOAD COMB 22 0.9 * DL - 1.5 * EQX

7 0.9 8 0.9 9 0.9 10 0.9 1 -1.5


7 0.9 8 0.9 9 0.9 10 0.9 2 1.5

LOAD COMB 24 0.9 * DL - 1.5 * EQZ

7 0.9 8 0.9 9 0.9 10 0.9 2 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 3 1.5


7 1.5 8 1.5 9 1.5 10 1.5 5 -1.5


7 1.5 8 1.5 9 1.5 10 1.5 4 1.5


7 1.5 8 1.5 9 1.5 10 1.5 6 -1.5


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 3 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 5 -1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 4 1.2


7 1.2 8 1.2 9 1.2 10 1.2 11 1.2 6 -1.2

LOAD COMB 33 0.9 * DL+ 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 3 1.5

LOAD COMB 34 0.9 * DL - 1.5 * WX

7 0.9 8 0.9 9 0.9 10 0.9 5 -1.5

LOAD COMB 35 0.9 * DL+ 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 4 1.5

LOAD COMB 36 0.9 * DL - 1.5 * WZ

7 0.9 8 0.9 9 0.9 10 0.9 6 -1.5


FINISH

54

Design Summary For Multi Level ParkingFooting

Footing No Axial Load Length Breadth d D L

F2 Pu = 3200 2900 3400 600 1340 200 20 @ 100 c/c 20 @ 100 c/c

F3 Pu = 3000 3000 3300 700 1400 200 20 @ 100 c/c 20 @ 100 c/c

F4 Pu = 1200 2000 2100 300 660 200 16 @ 120 c/c 16 @ 120 c/c

F5 Pu = 2000 2500 2700 400 940 200 16 @ 100 c/c 16 @ 100 c/c

F6 Pu = 3220 3000 3500 600 1300 200 20 @ 100 c/c 20 @ 100 c/c

F7 Pu = 9860 5700 5700 1300 2600 200 25 @ 100 c/c 25 @ 100 c/c

Combined Footing

Footing No Axial Load Length Breadth d D L

CF1 Pu = 4000 3900 5200 1100 2200 - 16 @ 100 c/c 16 @ 100 c/c

CF2 Pu = 9620 5100 6300 1300 2600 - 25 @ 100 c/c 25 @ 100 c/c

CF3 Pu = 2400 2700 3000 400 870 - 16 @ 100 c/c 16 @ 100 c/c

CF4 Pu = 5400, 2100 7000 4500 - 700 - 12 @ 150 c/c 12 @ 150 c/c

CF5 Pu = 9600, 6400 7000 7000 1100 - 12 @ 150 c/c 12 @ 150 c/c

CF6 Pu = 6800, 10200 10500 9000 1000 12 @ 150 c/c 12 @ 150 c/c

CF7 Pu = 9860, 3000 8000 5700 900 12 @ 150 c/c 12 @ 150 c/c

CF8 Pu = 9600, 6400 7000 7000 1600 12 @ 150 c/c 12 @ 150 c/c

CF9 Pu = 9860 6500 7800 900 12 @ 150 c/c 12 @ 150 c/c

CF10 Pu = 9860 8000 6400 900 12 @ 150 c/c 12 @ 150 c/c

Columns

Column No Load Case Axial Force Moment X Moment Y Size of column Reinforcement Stirrups

C1 1.5(DL+EQX) 374.77 223.8 140.15 230 x 230 6 of 20 8 @ 200 c/c

C1a 1.5(DL+EQX) 1307.33 340.03 769.88 400 x 800 12 of 25 8 @ 200 c/c

C2 1.5(DL+EQX) 925 334 228.15 350 x 800 12 of 25 8 @ 200 c/c

C3 1.2(DL+LL-EQX) 366.32 169.29 353.51 300 x 600 12 of 25 8 @ 200 c/c

C4 1.5(DL-EQX) 226.3 138.53 192.01 350 x 500 12 of 25 8 @ 200 c/c

C5 1.2(DL+LL-EQX) 830.8 59.63 224.86 350 x 600 10 of 25 8 @ 200 c/c

C6 1.5(DL-EQX) 560.34 563.33 210.34 400 x 900 16 of 25 8 @ 200 c/c

C7 1.5(DL-EQX) 4861.814 1817.69 0.23 800 x 800 30 of 32 8 @ 200 c/c

C8 1.5(DL-EQX) 895 324 240.15 300 x 800 12 of 25 8 @ 200 c/c

C9 1.5(DL+EQX) 717.13 112.72 60.37 300 x 400 8 of 25 8 @ 200 c/c

C3 1.2(DL+LL-EQX) 366.32 169.29 353.51 300 x 600 12 of 25 8 @ 200 c/c

C10 1.5(DL-EQX) 3015.88 918.44 2 550 x 850 22 of 25 8 @ 200 c/c

Plinth Beams

Beam No Load Case B D Ast Top Ast Bottom Shear Rft

Support Midspan Support Midspan

PB1 1.5(DL-EQX) 380 127 152 151 250 600 6 of 25 4 of 25 8 @ 200

Reinforcement

Reinforcement

Moments Shear

55

SLAB

Thickness

GF,FF,SF,TF 120

GF,FF,SF,TF Roof Beams for 8.36 & 5.5

Beam No Load Case B D Ast Top Ast Bottom Shear Rft Legs


B-1 1.5(DL+EQX) 1053 331 150 233 218 400 900 12 of 25 5 of 25 12 @ 150 4

B-2 1.5(DL-EQX) 2065 855 125 908 884 800 900 18 of 25 8 of 25 12 @ 150 4

B-2A 1.5(DL-EQX) 1428 746 163 199 184 550 900 14 of 25 8 of 25 12 @ 150 2

B-3 1.5(DL-EQZ) 672 303 11 60 47 300 900 6 of 25 5 of 25 8 @ 200 4

B-4 1.5(DL-EQZ) 350 900 6 of 25 5 of 25 12 @ 150 2

B-5 1.5(DL-EQZ) 350 900 6 of 25 4 of 25 12 @ 150 2

B-6 1.5(DL+EQZ) 137 58 12 60 51 250 550 4 of 20 2of 20 8 @ 200 2

B-7 1.5(DL+EQX) 196 102 5 25 18 250 550 6 of 20 3 of 20 8 @ 200 2

SLAB Ramp

Thickness

GF,FF,SF,TF 150

GF,FF,SF,TF Roof Beams for 8.36 & 5.5

Beam No Load Case B D Ast Top Ast Bottom Shear Rft Legs


RB1 1.5(DL+EQX) 235 150 0 125 120 300 500 4 of 25 2 of 25+1 of 20 12 @ 150 2

RB2 1.5(DL-EQX) 325 190 0 70 165 300 400 2 of 25 + 1 of 20 3 of 25+1 of 20 12 @ 150 2

RB3 1.5(DL-EQX) 803 360 0 377 270 300 850 8 of 25 3 of 25 12 @ 150 2

RB4 1.5(DL-EQZ) 283 120 0 90 139 300 600 4 of 25 3 of 25 8 @ 200 2

Torsion

706 314 20

Rft

12 @ 150 c/c

Rft

12 @ 150 c/c

Moments

Moments

Torsion

Shear

282 259

Shear

56

DESIGN OF FOOTING

DESIGN OF ISOLATED FOOTING F2

Design Parameters

Maximum factored axial load coming on footing = 3200 kN

Safe Bearing capacity of the soil = 225 kN/ m2

Grade of Concrete M30

Grade of Steel Fe415

Characteristic compressive strength of concrete , fck ( N/mm2 ) 30

Characteristic yield strength of steel , fy ( N/mm2 ) 415

Unit weight of concrete , γc ( kN/m3 ) 24

Partial safety factor for concrete 1.5

Nominal Cover to exposure condition( mm ) 50

Diameter of bars (mm) 20

Column Dimensions

Breadth of the column (mm) B = 300

Depth of the column (mm) D = 800

Design

Maximum axial load coming on footing = 2000.00 kN

Add 10% toward the self-weight of footing = 200.00 kN

Total load = 2200.00 kN

SBC of Soil : 225 kN/m2 is considered in the design of foundations.

Area of footing required = 2200 / 225

= 9.778 m2

L = 3.39 m

B = 2.89 m

Provide footing of size 3.4 m x 2.9 m

Projection beyond Column Faces = 1.29 m

Net Upward Pressure on the foundation = 306.812 kN/m2

B.M @ Section XX = Mx = 869.30 kNm

Factored Moment = Mux = 1303.95 kNm

Equating Mu,lim to Mux = 0.138fckbd^2 = Mux

Mu,lim = 3312 d^2

627 mm

B.M @ Section YY = My = 741 kNm

Factored Moment = Muy = 1111 kNm

Equating Mu,lim to Muy = 0.138fckbd^2 = Muy

Mu,lim = 1242 d^2

946 mm

Effective cover to lower layer of steel = 50 mm + 10 mm = 60 mm

Effective cover to upper layer of steel = 60 mm + 20 mm = 80 mm

Overall depth required = 946 mm + 80 mm = 1026 mm

The overall depth may be increased by 30% to limit the shear stress

Overall depth reqd = 1340 mm

57

Effective depth for short span = 1340 mm - 60 mm = 1280 mm

Effective depth for long span = 1340 mm - 80 mm = 1260 mm

Steel Reqd for Longer Direction

Muy / bd^2 = 2.334

% of steel = 0.718 %

Area of steel required = 2714 mm2

Provide 9 bars of 20 mm dia

Spacing of 20 mm dia bars 115 mm c/c

Steel Reqd for Shorter Direction

Mux / bd^2 = 0.995

% of steel = 0.287 %


Reinforcment Reqd for central band of 3.19 m = 2183 mm2



Check For Shear

Shear force at this critical section X1 X1

V = 14 kN

Factored Shear Vu = 21 kN

Overall depth of the critical section D' = 608 mm

Effective deph of the critical section d' = 548 mm

Breadth of the footing @ tp @this critical section b' = 3360 mm

Nominal shear stress τυ = 0.01 N/mm2

Percentage of steel provided = 0.15 %

Permissible punching shear stress = 0.25 x sqrt(fck)

1.37 N/mm2

> 0.01 N/mm2

Provided Section is adequate.

Critical section X1 X1 is considered at a distance equal to the effective depth from the

face of the column, i.e at a distance of 1280 mm from the face of the column

58


Design Parameters











Column Dimensions



Design






= 9.778 m2

L = 3.28 m

B = 2.98 m

Provide footing of size 3.3 m x 3 m






Mu,lim = 2484 d^2

739 mm




Mu,lim = 1242 d^2

996 mm






59




Muy / bd^2 = 2.357

% of steel = 0.726 %





Mux / bd^2 = 1.259

% of steel = 0.367 %





Check For Shear


V = 0 kN








1.37 N/mm2

> 0.00 N/mm2




60


Design Parameters











Column Dimensions



Design






= 3.912 m2

L = 2.05 m

B = 1.90 m







Mu,lim = 2070 d^2

371 mm




Mu,lim = 1449 d^2

427 mm






61




Muy / bd^2 = 2.202

% of steel = 0.673 %





Mux / bd^2 = 1.575

% of steel = 0.467 %





Check For Shear


V = 110 kN








1.37 N/mm2

> 0.30 N/mm2




62


Design Parameters











Column Dimensions



Design





Area of footing required = 1466.67 / 225

= 6.519 m2

L = 2.68 m

B = 2.43 m







Mu,lim = 2484 d^2

519 mm




Mu,lim = 1449 d^2

647 mm






63




Muy / bd^2 = 2.308

% of steel = 0.709 %





Mux / bd^2 = 1.431

% of steel = 0.421 %





Check For Shear


V = 131 kN








1.37 N/mm2

> 0.20 N/mm2




64


Design Parameters











Column Dimensions



Design






= 10.495 m2

L = 3.50 m

B = 3.00 m







Mu,lim = 3726 d^2

604 mm




Mu,lim = 1656 d^2

839 mm






65




Muy / bd^2 = 1.958

% of steel = 0.591 %





Mux / bd^2 = 0.983

% of steel = 0.283 %





Check For Shear


V = 64 kN








1.37 N/mm2

> 0.05 N/mm2




66


Design Parameters











Column Dimensions



Design






= 32.137 m2

L = 5.67 m

B = 5.67 m







Mu,lim = 3312 d^2

1528 mm




Mu,lim = 3312 d^2

1528 mm

Effective cover to lower layer of steel = 50 mm + 12.5 mm = 62.5 mm

Effective cover to upper layer of steel = 62.5 mm + 25 mm = 87.5 mm

Overall depth required = 1528 mm + 87.5 mm = 1615 mm



67

Effective depth for short span = 2600 mm - 62.5 mm = 2537.5 mm

Effective depth for long span = 2600 mm - 87.5 mm = 2512.5 mm


Muy / bd^2 = 1.531

% of steel = 0.453 %





Mux / bd^2 = 1.501

% of steel = 0.443 %





Check For Shear


V = -179 kN

Factored Shear Vu = -269 kN




Nominal shear stress τυ = -0.04 N/mm2



1.37 N/mm2

> -0.04 N/mm2


Critical section X1 X1 is considered at a distance equal to the effective depth from

the face of the column, i.e at a distance of 2537.5 mm from the face of the column

68

of 1

Dimensions:

Col.1 Col.2

Length, x (m) 0.8 0.35 Ratio, b/a

Width, y (m) 0.8 0.8 Distance, Xa (m)

Distance, Xp (m) 4.48 Left width, b (m) 4.5

Distance, Xb (m) 1.52 Right width, a (m) 3

Distance, Xa (m) 1 Length, L (m) 7

Eff. depth, d (m) 0.6 Area, (m2) 26.25

Material Properties:

Conc comp strength f'c, (Mpa) 30

Steel comp strength fy, (Mpa) 415

Allow soil pressure, qa (kPa) 281.25

Loads:

Col. Load Dead Live Wind Seismic

P1 (kN) 3857.14 0 0 0

P2 (kN) 2285.71 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:

Allowable soil pressure, qa (kPa) 281.25

Maximum soil pressure, qmax (kPa) 249.134 (qmax < qa) Ok

Minimum soil pressure, qmin (kPa) 162.55 (qmin > 0) Ok

Maximum wide beam shear, Vw (kN/m width) 446.275

Maximum punching shear, Vp (kN/m width) 4437.18

Wide beam shear strength, Vc1 (kN/m width) 547.723 Vw < Vc1, OK

Punching shear strength, Vc2 (kN/m width) 3999.06 Vp > Vc2, increase depth

Area of Steel:

Use area of steel, As (cm2) 24.5 for bottom reinforcement

As (cm2) 20.241 for top reinforcement

Details:

x V, kN M, kN-m b, m As, cm2/m

0 0 0 4.5 20.241

0.7 1073.38 378.626 4.35 20.241

1.4 2096.81 1491.08 4.2 20.241

2.1 -2328.8 170.725 4.05 20.241

2.8 -1402.4 -1132.4 3.9 20.241

3.5 -523.14 -1803.6 3.75 22.1262

4.2 309.972 -1875.6 3.6 24.0316

4.9 1097.89 -1380.2 3.45 20.241

5.6 1841.57 -348.86 3.3 20.241

6.3 -658.05 227.874 3.15 20.241

7 0.00 0.00 3 20.241

Working loads

Project: CF4Revised by:

Checked by:

Combined Footing Analysis and DesignIssue: Design

Date:

XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

69

of 1

Dimensions:

Col.1 Col.2



Distance, Xp (m) 4.48 Left width, b (m) 7


Distance, Xa (m) 0.995 Length, L (m) 7

Eff. depth, d (m) 1 Area, (m2) 42





Loads:


P1 (kN) 6857.14 0 0 0

P2 (kN) 4571.43 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:








Area of Steel:

Use area of steel, As (cm2) 34 for bottom reinforcement


Details:


0 0 0 7 33.7349

0.7 1824.61 641.485 6.8 33.7349

1.4 3599.86 2542.93 6.6 33.7349

2.1 -4274.4 149.732 6.4 33.7349

2.8 -2598.5 -2252.9 6.2 33.7349

3.5 -972.57 -3499.8 6 33.7349

4.2 603.176 -3626.2 5.8 33.7349

4.9 2128.52 -2667.2 5.6 33.7349

5.6 3603.24 -658.09 5.4 33.7349

6.3 -1372.9 477.518 5.2 33.7349

7 0.00 0.00 5 33.7349

Working loads


Checked by:


Date:

XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

70

of 1

Dimensions:

Col.1 Col.2





Distance, Xa (m) 2.36 Length, L (m) 10.5






Loads:


P1 (kN) 4285.71 0 0 0

P2 (kN) 7714.29 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:








Area of Steel:



Details:


0 0 0 5 40.4819

1.05 681.618 342.733 5.3 40.4819

2.1 1543.75 1494.58 5.6 40.4819

3.15 2601.9 3653.22 5.9 40.4819

4.2 -2128.4 3342.61 6.2 40.4819

5.25 -631.71 1872.99 6.5 40.4819

6.3 1107.53 2100.9 6.8 40.4819

7.35 3104.82 4289.12 7.1 40.4819

8.4 -5424.3 5908.75 7.4 40.4819

9.45 -2864.5 1531.17 7.7 40.4819

9.5 0.00 0.00 6.2 33.7349

Checked by:


Date:

Working loads


XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

71

of 1

Dimensions:

Col.1 Col.2





Distance, Xa (m) 2.5 Length, L (m) 8.55






Loads:


P1 (kN) 2142.86 0 0 0

P2 (kN) 7042.86 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:


Maximum soil pressure, qmax (kPa) 276 (qmax < qa) Ok



Maximum punching shear, Vp (kN/m width) 8842



Area of Steel:



Details:


0 0 0 4 37.1084

0.855 744.063 310.921 4.2 37.1084

1.71 -1408.2 671.903 4.4 37.1084

2.565 -450.42 -130.7 4.6 37.1084

3.42 623.572 -65.189 4.8 37.1084

4.275 1820.09 970.521 5 37.1084

5.13 3145.4 3083.87 5.2 37.1084

5.985 4605.77 6387.65 5.4 37.1084

6.84 -3652.5 3210.62 5.6 37.1084

7.695 -1903.2 824.806 5.8 37.1084

8.55 0.00 0.00 6 37.1084

Checked by:


Date:

Working loads


XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

72

of 1

Dimensions:

Col.1 Col.2





Distance, Xa (m) 1 Length, L (m) 7

Eff. depth, d (m) 1.5 Area, (m2) 42





Loads:


P1 (kN) 6857.14 0 0 0

P2 (kN) 4571.43 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:







Punching shear strength, Vc2 (kN/m width) 3999.06 Vp < Vc2, OK

Area of Steel:



Details:


0 0 0 7 50.6024

0.7 1887.82 664.59 6.8 50.6024

1.4 3709.94 2627.62 6.6 50.6024

2.1 -4133 -396.68 6.4 50.6024

2.8 -2440.3 -2693.6 6.2 50.6024

3.5 -811.43 -3828 6 50.6024

4.2 754.403 -3844.3 5.8 50.6024

4.9 2257.81 -2786.4 5.6 50.6024

5.6 3699.43 -697.82 5.4 50.6024

6.3 -1320.1 458.509 5.2 50.6024

7 0.00 0.00 5 50.6024

Checked by:


Date:

Working loads


XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

73

of 1

Dimensions:

Col.1 Col.2




Distance, Xb (m) 1 Right width, a (m) 6.5

Distance, Xa (m) 1 Length, L (m) 7.8






Loads:


P1 (kN) 7042.86 0 0 0

P2 (kN) 7042.86 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:








Area of Steel:



Details:


0 0 0 6.5 40.4819

0.78 1972 769.08 6.5 40.4819

1.56 -5916 -2445.3 6.5 40.4819

2.34 -3944 -6290.7 6.5 40.4819

3.12 -1972 -8597.9 6.5 40.4819

3.9 0 -9367 6.5 40.4819

4.68 1972 -8597.9 6.5 40.4819

5.46 3944 -6290.7 6.5 40.4819

6.24 5916 -2445.3 6.5 40.4819

7.02 -1972 769.078 6.5 40.4819

9.8 0.00 0.00 6.6 26.988

Checked by:


Date:

Working loads


XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

74

of 1

Dimensions:

Col.1 Col.2




Distance, Xb (m) 1.722 Right width, a (m) 6.4

Distance, Xa (m) 1.722 Length, L (m) 8






Loads:


P1 (kN) 7042.86 0 0 0

P2 (kN) 7042.86 0 0 0

M1 (kN.m) 0 0 0 0

M2 (kN.m) 0 0 0 0

Checkings:








Area of Steel:



Details:


0 0 0 6.4 38.7952

0.8 1972.67 789.076 6.4 38.7952

1.6 3945.18 3156.23 6.4 38.7952

2.4 -3942.4 416.25 6.4 38.7952

3.2 -1970.2 -1948.8 6.4 38.7952

4 1.84961 -2736.1 6.4 38.7952

4.8 1973.78 -1945.9 6.4 38.7952

5.6 3945.55 421.859 6.4 38.7952

6.4 -3942.8 3154.17 6.4 38.7952

7.2 -1971.3 788.528 6.4 38.7952

9.8 0.00 0.01 6.6 26.988

Checked by:


Date:

Working loads


XaXpXbL

ab

Col.2Col.1

x1×y1

x2×y2

fy

d

75

DESIGN OF COLUMNS

Rectangular Short Column with Biaxial bending - Bresler method

COLUMN NO C1

Load Case 1.5*(DL - EQX)







Exposure condition Mild


Assumed effective cover all around , d' ( mm ) 50

Dimesions of the Column

Unsupported length of column, L = 3600 mm

Least lateral dimension = 230 mm

Breadth of the column B (mm) = 230

Depth of the Column D (mm) = 230

Effective length of the column , lex , ( m ) = 2.34

Effective length of the column , ley , ( m ) = 2.34

Check for Slenderness ratio, L/D

Slenderness ratio , λex = 10.17 <12 column is Short

Slenderness ratio , λey = 10.17 <12 column is Short

Design Factors

Factored load, Pu = 275 KN

1 Check for accidental eccentricity

Equivalent eccentricity of loads is given by

Mux/pu = 90.91 mm

Muy/pu = 327.27 mm

Both are more than 20mm minimum

2 Assume percentage of steel

( assuming steel larger than required by P and Mx)

d'/D = 0.2

Mx = 0.07

fck x b x D2

Pu = 0.17

fck x b x D

25 KN-m

= 3 KN-m

Factored moment acting parallel

to the larger dimension , Mux


to the shorter dimension, Muy

=

76

From SP16 chart44

P =

fck

Assuming a higher value P/fck = 0.09

Assumed , P = 2.70 per cent

Area of steel, As = 1428.30 mm2

Use 6 no.s of 20 mm

= 1884 mm2

3

About X-axis

= 0.22

= 0.17

P/fck = 0.09

From table

Mx1 = 47.45 KN-m

About Y-axis

= 0.22

= 0.17

P/fck = 0.09

From table

My1 = 47.45 KN-m

4 Calculate αn

Pz=0.45fckAc+0.75fyAs

Pz = 1301 KN

P/Pz = 0.21

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 1.02

5 Criteria for biaxial bending

(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.9000 < or = 1

Hence the column is safe

From table

0.13

0.13

Area of steel provided

=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

Find the moment capacities Mx1 and My1

d'/D

0.06

77


COLUMN NO C1a





















Design Factors

Factored load, Pu = 1307.33 KN



Mux/pu = 260.10 mm

Muy/pu = 68.84 mm




d'/D = 0.1

Mx = 0.06

fck x b x D2

340.03 KN-m

= 769.88 KN-m





=

78

Pu = 0.16

fck x b x D

From SP16 chart44

P =

fck




Use 16 no.s of 25 mm

= 7850 mm2

3

About X-axis

= 0.07

= 0.16

P/fck = 0.075

From table

Mx1 = 705.60 KN-m

About Y-axis

= 0.13

= 0.16

P/fck = 0.075

From table

My1 = 403.20 KN-m

4 Calculate αn


Pz = 6223 KN

P/Pz = 0.21

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 1.02


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.6903 < or = 1


From table

0.12

0.12


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)


d'/D

0.05

79


COLUMN NO C2





















Design Factors




Mux/pu = 362.01 mm

Muy/pu = 100.56 mm




d'/D = 0.1

Mx = 0.06

fck x b x D2





= 334 KN-m

= 228.13 KN-m

80

Pu = 0.12

fck x b x D

From SP16 chart44

P =

fck





= 5888 mm2

3

About X-axis

= 0.06

= 0.12

P/fck = 0.075

From table

Mx1 = 691.20 KN-m

About Y-axis

= 0.17

= 0.12

P/fck = 0.075

From table

My1 = 269.20 KN-m

4 Calculate αn


Pz = 5072 KN

P/Pz = 0.18

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.97


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.8613 < or = 1



d'/D

0.05

0.12

0.12


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

From table

81


COLUMN NO C3

Load Case 1.2*(DL + LL - EQX)




















Design Factors




Mux/pu = 443.03 mm

Muy/pu = 245.69 mm




d'/D = 0.1

Mx = 0.05

fck x b x D2





= 162.29 KN-m

= 353.51 KN-m

82

Pu = 0.07

fck x b x D

From SP16 chart44

P =

fck





= 5888 mm2

3

About X-axis

= 0.10

= 0.07

P/fck = 0.105

From table

Mx1 = 405.00 KN-m

About Y-axis

= 0.20

= 0.07

P/fck = 0.105

From table

My1 = 202.50 KN-m

4 Calculate αn


Pz = 4262 KN

P/Pz = 0.09

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.81


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.9919 < or = 1



d'/D

0.07

0.125

0.125


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

From table

83


COLUMN NO C4

Load Case 1.2*(DL + LL - EQX)




















Design Factors




Mux/pu = 612.15 mm

Muy/pu = 397.70 mm




d'/D = 0.1

Mx = 0.05

fck x b x D2

138.53 KN-m

= 192.01 KN-m





=

84

Pu = 0.04

fck x b x D

From SP16 chart44

P =

fck





= 5888 mm2

3

About X-axis

= 0.12

= 0.04

P/fck = 0.06

From table

Mx1 = 341.25 KN-m

About Y-axis

= 0.17

= 0.04

P/fck = 0.105

From table

My1 = 238.88 KN-m

4 Calculate αn


Pz = 4195 KN

P/Pz = 0.05

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.76


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.9799 < or = 1


From table

0.13

0.13


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)


d'/D

0.07

85


COLUMN NO C5





















Design Factors




Mux/pu = 71.77 mm

Muy/pu = 108.33 mm




d'/D = 0.1

Mx = 0.02

fck x b x D2

59.63 KN-m

= 224.86 KN-m





=

86

Pu = 0.13

fck x b x D

From SP16 chart44

P =

fck





= 4906 mm2

3

About X-axis

= 0.08

= 0.13

P/fck = 0.075

From table

Mx1 = 453.60 KN-m

About Y-axis

= 0.14

= 0.13

P/fck = 0.075

From table

My1 = 264.60 KN-m

4 Calculate αn


Pz = 4362 KN

P/Pz = 0.19

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.99


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.4786 < or = 1


From table

0.12

0.12


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)


d'/D

0.05

87


COLUMN NO C6





















Design Factors




Mux/pu = 1005.34 mm

Muy/pu = 160.62 mm




d'/D = 0.1

Mx = 0.06

fck x b x D2

563.33 KN-m

= 210.34 KN-m





=

88

Pu = 0.05

fck x b x D

From SP16 chart44

P =

fck





= 7850 mm2

3

About X-axis

= 0.06

= 0.05

P/fck = 0.0675

From table

Mx1 = 1166.40 KN-m

About Y-axis

= 0.13

= 0.05

P/fck = 0.0675

From table

My1 = 518.40 KN-m

4 Calculate αn


Pz = 7303 KN

P/Pz = 0.08

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.80


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.8063 < or = 1


From table

0.12

0.12


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)


d'/D

0.045

89


COLUMN NO C7





















Design Factors




Mux/pu = 373.87 mm

Muy/pu = 18.51 mm




d'/D = 0.1

Mx = 0.12

fck x b x D2





= 1817.69 KN-m

= 0.23 KN-m

90

Pu = 0.25

fck x b x D

From SP16 chart44

P =

fck





= 16077 mm2

3

About X-axis

= 0.08

= 0.25

P/fck = 0.0825

From table

Mx1 = 1996.80 KN-m

About Y-axis

= 0.08

= 0.25

P/fck = 0.0825

From table

My1 = 1996.80 KN-m

4 Calculate αn


Pz = 13644 KN

P/Pz = 0.36

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 1.27


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.9075 < or = 1



d'/D

0.055

0.13

0.13


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

From table

91


COLUMN NO C8





















Design Factors




Mux/pu = 362.01 mm

Muy/pu = 100.56 mm




d'/D = 0.1

Mx = 0.06

fck x b x D2





= 324 KN-m

= 240.15 KN-m

92

Pu = 0.12

fck x b x D

From SP16 chart44

P =

fck





= 5888 mm2

3

About X-axis

= 0.06

= 0.12

P/fck = 0.075

From table

Mx1 = 691.20 KN-m

About Y-axis

= 0.17

= 0.12

P/fck = 0.075

From table

My1 = 259.20 KN-m

4 Calculate αn


Pz = 5072 KN

P/Pz = 0.18

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 0.97


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.8413 < or = 1



d'/D

0.05

0.12

0.12


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

From table

93


COLUMN NO C9





















Design Factors




Mux/pu = 157.18 mm

Muy/pu = 125.50 mm




d'/D = 0.1

Mx = 0.08

fck x b x D2

112.72 KN-m

= 60.37 KN-m





=

94

Pu = 0.20

fck x b x D

From SP16 chart44

P =

fck




Use 8 no.s of 25 mm

= 3925 mm2

3

About X-axis

= 0.13

= 0.20

P/fck = 0.105

From table

Mx1 = 100.80 KN-m

About Y-axis

= 0.17

= 0.20

P/fck = 0.105

From table

My1 = 75.60 KN-m

4 Calculate αn


Pz = 2842 KN

P/Pz = 0.25

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 1.09


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.9000 < or = 1


From table

0.07

0.07


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)


d'/D

0.07

95


COLUMN NO C10





















Design Factors




Mux/pu = 304.53 mm

Muy/pu = 29.84 mm




d'/D = 0.1

Mx = 0.08

fck x b x D2





= 918.44 KN-m

= 2 KN-m

96

Pu = 0.22

fck x b x D

From SP16 chart44

P =

fck





= 10794 mm2

3

About X-axis

= 0.06

= 0.22

P/fck = 0.075

From table

Mx1 = 1490.16 KN-m

About Y-axis

= 0.09

= 0.22

P/fck = 0.075

From table

My1 = 964.22 KN-m

4 Calculate αn


Pz = 9671 KN

P/Pz = 0.31

By formula

αn= 2/3[1+5/2 x P/Pz]

αn= 1.19


(Mx/Mx1)αn

+ (My/My1)αn

< or =1.0 = 0.6207 < or = 1



d'/D

0.05

0.125

0.125


=

=

d'/D

P/fck x b x D2

P/fck x b x D2

Mx1/(fck x b x D2)

My1/(fck x D x b2)

From table

97

DESIGN OF BEAMS

Beam PB1 Support

Design Parameters

Load Case 14 [1.5*(DL - EQX)]









Dimensions of the beam

C/C Span of the beam , l , ( m ) 10.80

Breadth of the beam , b ( mm ) 250

Overall depth of the beam , D ( mm ) 600

Details of reinforcements

Diameter of tension reinforcement ( mm ) 25

Diameter of compression reinforcement ( mm ) 25

Diameter of stirrups ( mm ) 8

Effective depth

Effective depth , d ( mm ) ( 600-20-8-25/2 ) = 560

Design Moment, Shear Force

The moments and shears given below are taken from the STAAD.Pro 2004 output file.

The partial factors of safety are already incorporated into the analysis.

Torsional Moment 0 kN-m

Bending Moment Mu(kN-m) 380

Equivalent Bending Moment , Me ( kNm ) 380

Shear force at critical distance , Vud ( kN ) 152

Equivalent Shear (kN) 152

Singly reinforced or doubly reinforced section ?

The limiting moment of resistance , Mu,lim is given by

The limiting percentage of steel , pt,lim is given by

SectiontheofdepthEffectived

AxisNeutralofdepthLimitingxu

SectiontheofBreadthbWhere

0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

98

The area of steel for a singly reinforced section with

width , b and depth , d and ultimate moment , Mu is given by :

For ( M30 and Fe415 )

xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 250 x 559.5^2 / 1000000 ) = 326.11 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433

If Mu > Mu,lim , the section has to be

i) get increased by depth or width ( preferably depth )

ii) doubly reinforced

If Mu < Mu,lim , the section can be designed as singly reinforced.

Check for the type of section

Mu = 380.00 kNm

Mu,lim = 326.11 kNm

⇒ Determining A st

• Considering a ' balanced section ' ( xu = xu,max )

Ast = Ast,lim + ΔAst

where Ast,lim = pt,lim / 100 ( b x d )

⇒ Ast,lim ( 1.433 / 100 x 250 x 559.5 ) = 2004 mm2

• Assuming 25 mm bars for compression steel,

d' ≈ ( 20 mm clear cover + 8 mm stirrup + 25 / 2 ) = 40.5 mm

Section cannot be designed as singly reinforced. Doubly Reinforced Section Neede

Mu,lim � 0.1389 fck b d2

steelofstrengthticCharcterisfy

concreteofstrengtheCompressivticCharcterisfckWhere

d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

99

Mu = 0.87*fy**Ast*d(1-(Ast*fy)/b*d*fck)

Ast Reqd = 2498 mm2

∴ No of tension bars required ( # )

( 2498 / ( Pi / 4 x 25^2 ) = 6.00

Actual percentage of steel , pt ( % )

( 6 x Pi / 4 x 25 ^2 / 250 / 560 x 100 ) = 2.11

Actual area of steel , Ast ( mm2 )

( 6 x Pi / 4 x 25 ^2 ) = 2945

Determining A sc

The compression steel , Asc , is given by

or

where fsc is the stress in compression steel.

The values of fsc ( in MPa units ) at xu = xu,max for various

d' / d ratios and different grades of compression steel are given

in the table below.

• Assuming xu = xu,max , for d' / d = ( 40.5 / 559.5 ) = 0.072

From the above table : by interpolation

Design Check

• To ensure xu ≤ xu,max , it suffices to establish pc ≥ pc*

�Ast ��Mu Mu,lim�0.87 fy�d d'

�p t

100�

R Rlim

0.87 fy�1 d'

d

Asc ��0.87 fy��Ast

fsc 0.447 fck

pc �0.87 fy�pt pt,lim

fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

100

where pc* is given by

Actual pt provided : pt = 2.11

Actual pc provided : pc = 0.35

⇒ pc*

= ( 0.87 x 415 x ( 2.106 - 1.433 ) / ( 354.73 - 0.447 x 30 ) )

⇒ pc*

= 0.71

Section is over reinforced

Check for deflection control

For prismatic beams of rectangular sections and slabs of

uniform thicknesses and spans upto 10m , the limiting

l / d ratios are specified by the Code ( Cl. 23.2.1 ) as :

The modification factors F1 ( which varies with pt and fst )

and F2 ( which varies with pc ) are as given in Fig .4

and Fig .5 of the code.

Code permits an approximate calculation of fst as follows :

⇒ fst = ( 0.58 x 415 x 2292 / 2945 ) = 187.32 N/mm2

F = 0.93

F1 = 0.77

pc �0.87 fy�fsc 0.447 fck��pt pt,lim

�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��

7 for cantilever spans

20 for simply supported spans

26 for continuous spans

For simply supported and continuous spans over

10 m, these ratios are multiplied by a factor F

F �10

span in metres

101

F2 = 0.90

∴ ( l / d ) max = ( 26 x 0.93 x 0.77 x 0.9 ) = 16.69

( l / d ) provided = 19.30

⇒ Not O.K

Check for shear


The critical section for shear is at a distance of

560 mm from the face of the support.

• Check for adequacy of section

Nominal shear stress , τv

( 152 x 1000 / ( 250 x 560 ) ) = 1.09 N/mm2

The maximum shear stress is given by :

⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2

⇒ Adopted section is adequate

• Design shear resistance at critical section

At critical section , Ast is given by 2945 mm2

Percentage of steel , pt ( % ) 2.11

The design shear strength of the concrete , τc , is given by :

For ( M30 and Fe415 ) ⇒ τc = 0.86 N/mm2

⇒ Vuc = ( 0.86 x 250 x 560 / 1000 ) = 120 kN

• Design of " vertical " stirrups

The shear to be resisted by steel , Vus is given by : Vus = Vu - Vuc

⇒ Vus = ( 152 - 120 ) = 32 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �

where � ��0.8 fck

6.89pt

1

whichever is greater

fckTc 62.0max =

102

Area of stirrups , Asv ( mm2 ) 101

⇒ required spacing sv ≤ ( 0.87 x 415 x 101 x 560 / ( 32 x 1000 ) )

⇒ Spacing , sv = 635 mm

Check whether τ v > 0.5 τ c

Nominal shear stress , τv ( N/mm2 ) 1.09

Design shear stress , τc ( N/mm2 ) 0.86

τv > 0.5 τc Yes

The Code ( Cl. 26.5.1.6 ) specifies a minimum shear

reinforcement to be provided in the form of stirrups in all

beams where the calculated nominal shear stress τv

exceeds 0.5 τc. :

The maximum spacing of stirrups should also comply

with the requirements mentioned above. For normal

" vertical " stirrups, the requirement is

Code requirements for maximum spacing..

i) < ( 2.175 x 415 x 101 / 250 ) = 363 mm

ii) ≤ ( 0.75 x 559.5 ) = 420 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 560 / ( 32 x 1000 ) ) = 635 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

103

Beam PB1 Mid Span

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

104




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 250 x 559.5^2 / 1000000 ) = 326.11 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 289.00 kNm

Mu,lim = 326.11 kNm

⇒ Section can be designed as singly reinforced.

Determining A st




⇒ Ast,lim ( 1.433 / 100 x 250 x 559.5 ) = 2004 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

105


Ast Reqd = 1725 mm2


( 1725 / ( Pi / 4 x 25^2 ) = 4.00


( 4 x Pi / 4 x 25 ^2 / 250 / 560 x 100 ) = 1.40


( 4 x Pi / 4 x 25 ^2 ) = 1963

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

106




⇒ pc*

= ( 0.87 x 415 x ( 1.404 - 1.433 ) / ( 354.73 - 0.447 x 30 ) )

⇒ pc*

= -0.03

Section is not over reinforced









⇒ fst = ( 0.58 x 415 x 1806 / 1963 ) = 221.45 N/mm2

F = 1.00

F1 = 0.87


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

107

F2 = 0.90

∴ ( l / d ) max = ( 26 x 1 x 0.87 x 0.9 ) = 20.28

( l / d ) provided = 8.87

⇒ Hence O.K.

Check for shear






( 179 x 1000 / ( 250 x 560 ) ) = 1.28 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.74 N/mm2

⇒ Vuc = ( 0.74 x 250 x 560 / 1000 ) = 104 kN



⇒ Vus = ( 179 - 104 ) = 75 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

108


⇒ required spacing sv ≤ ( 0.87 x 415 x 101 x 560 / ( 74.88 x 1000 ) )





τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 250 ) = 363 mm

ii) ≤ ( 0.75 x 559.5 ) = 420 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 560 / ( 74.88 x 1000 ) ) = 271 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

109

Beam B1 Support

Design Parameters

Load Case 13 [1.5*(DL + EQX)]

















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

110




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 400 x 859.5^2 / 1000000 ) = 1,231.33 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 1,339.76 kNm

Mu,lim = 1,231.33 kNm

⇒ Determining A st




⇒ Ast,lim ( 1.433 / 100 x 400 x 859.5 ) = 4927 mm2



Section cannot be designed as singly reinforced. Doubly Reinforced Section Needed




d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

111


Ast Reqd = 5562 mm2


( 5562 / ( Pi / 4 x 25^2 ) = 12.00


( 12 x Pi / 4 x 25 ^2 / 400 / 860 x 100 ) = 1.71


( 12 x Pi / 4 x 25 ^2 ) = 5890

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

112




⇒ pc*

= ( 0.87 x 415 x ( 1.713 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= 0.30










⇒ fst = ( 0.58 x 415 x 5294 / 5890 ) = 216.31 N/mm2

F = 1.00

F1 = 0.79


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

113

F2 = 0.55

∴ ( l / d ) max = ( 26 x 1 x 0.79 x 0.55 ) = 11.30


⇒ Hence O.K.

Check for shear






( 833 x 1000 / ( 400 x 860 ) ) = 2.42 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.80 N/mm2

⇒ Vuc = ( 0.8 x 400 x 860 / 1000 ) = 275 kN



⇒ Vus = ( 833 - 275 ) = 558 kN

Using 12 mm bars and

No of legs 4

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

114







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 452 / 400 ) = 1021 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 452 x 860 / ( 558.2 x 1000 ) ) = 251 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

115

Beam B1 Mid

Design Parameters

Load Case 13 [1.5*(DL + EQX)]

















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

116




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 400 x 859.5^2 / 1000000 ) = 1,231.33 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 629.24 kNm

Mu,lim = 1,231.33 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 400 x 859.5 ) = 4927 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

117


Ast Reqd = 2227 mm2


( 2227 / ( Pi / 4 x 25^2 ) = 5.00


( 5 x Pi / 4 x 25 ^2 / 400 / 860 x 100 ) = 0.71


( 5 x Pi / 4 x 25 ^2 ) = 2454

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

118




⇒ pc*

= ( 0.87 x 415 x ( 0.714 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.76










⇒ fst = ( 0.58 x 415 x 2891 / 2454 ) = 283.49 N/mm2

F = 1.00

F1 = 1.08


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

119

F2 = 1.16

∴ ( l / d ) max = ( 26 x 1 x 1.08 x 1.16 ) = 32.39


⇒ Hence O.K.

Check for shear






( 842 x 1000 / ( 400 x 860 ) ) = 2.45 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.57 N/mm2

⇒ Vuc = ( 0.57 x 400 x 860 / 1000 ) = 198 kN



⇒ Vus = ( 842 - 198 ) = 644 kN


No of legs 4

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

120







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 452 / 400 ) = 1021 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 452 x 860 / ( 644.46 x 1000 ) ) = 218 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

121

Beam B2 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

maxmax

==

==

122




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 800 x 859.5^2 / 1000000 ) = 2,462.66 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 2,221.25 kNm

Mu,lim = 2,462.66 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 800 x 859.5 ) = 9854 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

123


Ast Reqd = 8670 mm2


( 8670 / ( Pi / 4 x 25^2 ) = 18.00


( 18 x Pi / 4 x 25 ^2 / 800 / 860 x 100 ) = 1.29


( 18 x Pi / 4 x 25 ^2 ) = 8836

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

124




⇒ pc*

= ( 0.87 x 415 x ( 1.285 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.16










⇒ fst = ( 0.58 x 415 x 9037 / 8836 ) = 246.19 N/mm2

F = 0.93

F1 = 0.85


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

125

F2 = 0.55

∴ ( l / d ) max = ( 26 x 0.93 x 0.85 x 0.55 ) = 11.21

( l / d ) provided = 12.57

⇒ Not O.K

Check for shear






( 1158 x 1000 / ( 800 x 860 ) ) = 1.68 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.72 N/mm2

⇒ Vuc = ( 0.72 x 800 x 860 / 1000 ) = 496 kN



⇒ Vus = ( 1158 - 496 ) = 662 kN


No of legs 4

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

126







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 452 / 800 ) = 510 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 452 x 860 / ( 662.45 x 1000 ) ) = 212 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

127

Beam B2 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

maxmax

==

==

128




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 800 x 859.5^2 / 1000000 ) = 2,462.66 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 1,011.25 kNm

Mu,lim = 2,462.66 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 800 x 859.5 ) = 9854 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

129


Ast Reqd = 3506 mm2


( 3506 / ( Pi / 4 x 25^2 ) = 8.00


( 8 x Pi / 4 x 25 ^2 / 800 / 860 x 100 ) = 0.57


( 8 x Pi / 4 x 25 ^2 ) = 3927

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

130




⇒ pc*

= ( 0.87 x 415 x ( 0.571 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.91










⇒ fst = ( 0.58 x 415 x 4945 / 3927 ) = 303.12 N/mm2

F = 0.93

F1 = 1.18


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

131

F2 = 1.19

∴ ( l / d ) max = ( 26 x 0.93 x 1.18 x 1.19 ) = 33.53

( l / d ) provided = 12.57

⇒ Hence O.K.

Check for shear






( 1134 x 1000 / ( 800 x 860 ) ) = 1.65 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.52 N/mm2

⇒ Vuc = ( 0.52 x 800 x 860 / 1000 ) = 361 kN



⇒ Vus = ( 1134 - 361 ) = 773 kN


No of legs 4

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

132







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 452 / 800 ) = 510 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 452 x 860 / ( 773.14 x 1000 ) ) = 182 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

133

Beam B2A Support

Design Parameters

Load Case 15 [1.5*(DL + EQZ)]

















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

134




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 550 x 859.5^2 / 1000000 ) = 1,693.08 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 1,680.78 kNm

Mu,lim = 1,693.08 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 550 x 859.5 ) = 6774 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

135


Ast Reqd = 6749 mm2


( 6749 / ( Pi / 4 x 25^2 ) = 14.00


( 14 x Pi / 4 x 25 ^2 / 550 / 860 x 100 ) = 1.45


( 14 x Pi / 4 x 25 ^2 ) = 6872

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

136




⇒ pc*

= ( 0.87 x 415 x ( 1.454 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= 0.02










⇒ fst = ( 0.58 x 415 x 6733 / 6872 ) = 235.82 N/mm2

F = 1.00

F1 = 0.82


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

137

F2 = 0.44

∴ ( l / d ) max = ( 26 x 1 x 0.82 x 0.44 ) = 9.36


⇒ Hence O.K.

Check for shear

Shear force at critical distance , Vud ( kN ) 673.18182





( 673.181818181818 x 1000 / ( 550 x 860 ) ) 1.42 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.75 N/mm2

⇒ Vuc = ( 0.75 x 550 x 860 / 1000 ) = 356 kN



⇒ Vus = ( 673 - 356 ) = 317 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

138







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 550 ) = 371 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 860 / ( 316.79 x 1000 ) ) = 222 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

139

Beam B2A Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

maxmax

==

==

140




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 550 x 859.5^2 / 1000000 ) = 1,693.08 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 998.78 kNm

Mu,lim = 1,693.08 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 550 x 859.5 ) = 6774 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

141


Ast Reqd = 3597 mm2


( 3597 / ( Pi / 4 x 25^2 ) = 8.00


( 8 x Pi / 4 x 25 ^2 / 550 / 860 x 100 ) = 0.83


( 8 x Pi / 4 x 25 ^2 ) = 3927

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

142




⇒ pc*

= ( 0.87 x 415 x ( 0.831 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.64










⇒ fst = ( 0.58 x 415 x 4426 / 3927 ) = 271.31 N/mm2

F = 1.00

F1 = 1.02


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

143

F2 = 1.11

∴ ( l / d ) max = ( 26 x 1 x 1.02 x 1.11 ) = 29.37


⇒ Hence O.K.

Check for shear






( 658.181818181818 x 1000 / ( 550 x 860 ) ) 1.39 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.61 N/mm2

⇒ Vuc = ( 0.61 x 550 x 860 / 1000 ) = 288 kN



⇒ Vus = ( 658 - 288 ) = 370 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

144







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 550 ) = 371 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 860 / ( 369.72 x 1000 ) ) = 190 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

145

Beam B3 Support

Design Parameters

Load Case 16 [1.5*(DL - EQZ)]

















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

146




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 859.5^2 / 1000000 ) = 923.50 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 697.88 kNm

Mu,lim = 923.50 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 859.5 ) = 3695 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

147


Ast Reqd = 2616 mm2


( 2616 / ( Pi / 4 x 25^2 ) = 6.00


( 6 x Pi / 4 x 25 ^2 / 300 / 860 x 100 ) = 1.14


( 6 x Pi / 4 x 25 ^2 ) = 2945

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

148




⇒ pc*

= ( 0.87 x 415 x ( 1.142 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.31










⇒ fst = ( 0.58 x 415 x 2932 / 2945 ) = 239.63 N/mm2

F = 1.00

F1 = 0.93


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

149

F2 = 0.93

∴ ( l / d ) max = ( 26 x 1 x 0.93 x 0.93 ) = 22.37


⇒ Hence O.K.

Check for shear






( 118.666666666667 x 1000 / ( 300 x 860 ) ) 0.46 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.69 N/mm2

⇒ Vuc = ( 0.69 x 300 x 860 / 1000 ) = 178 kN



⇒ Vus = ( 119 - 178 ) = -59 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

150


⇒ required spacing sv ≤ ( 0.87 x 415 x 101 x 860 / ( -59.19 x 1000 ) )

⇒ Spacing , sv = -527 mm




τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 300 ) = 302 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 860 / ( -59.19 x 1000 ) ) = -527 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

151

Beam B3 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

152




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 862^2 / 1000000 ) = 928.88 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 328.88 kNm

Mu,lim = 928.88 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 862 ) = 3706 mm2


d' ≈ ( 20 mm clear cover + 8 mm stirrup + 20 / 2 ) = 38 mm




d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

153


Ast Reqd = 1124 mm2


( 1124 / ( Pi / 4 x 20^2 ) = 4.00


( 4 x Pi / 4 x 20 ^2 / 300 / 862 x 100 ) = 0.49


( 4 x Pi / 4 x 20 ^2 ) = 1257

Determining A sc


or




in the table below.

• Assuming xu = xu,max , for d' / d = ( 38 / 862 ) = 0.044


Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

154




⇒ pc*

= ( 0.87 x 415 x ( 0.486 - 1.433 ) / ( 354.8 - 0.447 x 30 ) )

⇒ pc*

= -1.00










⇒ fst = ( 0.58 x 415 x 1689 / 1257 ) = 323.54 N/mm2

F = 1.00

F1 = 1.23


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

155

F2 = 1.21

∴ ( l / d ) max = ( 26 x 1 x 1.23 x 1.21 ) = 38.53


⇒ Hence O.K.

Check for shear






( 105.666666666667 x 1000 / ( 300 x 862 ) ) 0.41 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.49 N/mm2

⇒ Vuc = ( 0.49 x 300 x 862 / 1000 ) = 127 kN



⇒ Vus = ( 106 - 127 ) = -21 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

156


⇒ required spacing sv ≤ ( 0.87 x 415 x 101 x 862 / ( -21.27 x 1000 ) )

⇒ Spacing , sv = -1471 mm




τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 300 ) = 302 mm

ii) ≤ ( 0.75 x 862 ) = 647 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 862 / ( -21.27 x 1000 ) ) = -1471 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

157

Beam B4 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

maxmax

==

==

158




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 859.5^2 / 1000000 ) = 923.50 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 753.06 kNm

Mu,lim = 923.50 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 859.5 ) = 3695 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

159


Ast Reqd = 2868 mm2


( 2868 / ( Pi / 4 x 25^2 ) = 6.00


( 6 x Pi / 4 x 25 ^2 / 300 / 860 x 100 ) = 1.14


( 6 x Pi / 4 x 25 ^2 ) = 2945

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

160




⇒ pc*

= ( 0.87 x 415 x ( 1.142 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -0.31










⇒ fst = ( 0.58 x 415 x 3119 / 2945 ) = 254.88 N/mm2

F = 1.00

F1 = 0.89


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

161

F2 = 0.93

∴ ( l / d ) max = ( 26 x 1 x 0.89 x 0.93 ) = 21.40


⇒ Hence O.K.

Check for shear






( 388.666666666667 x 1000 / ( 300 x 860 ) ) 1.51 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.69 N/mm2

⇒ Vuc = ( 0.69 x 300 x 860 / 1000 ) = 178 kN



⇒ Vus = ( 389 - 178 ) = 211 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

162







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 300 ) = 302 mm

ii) ≤ ( 0.75 x 859.5 ) = 645 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 860 / ( 210.81 x 1000 ) ) = 148 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

163

Beam B4 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

164




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 862^2 / 1000000 ) = 928.88 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 361.06 kNm

Mu,lim = 928.88 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 862 ) = 3706 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

165


Ast Reqd = 1243 mm2


( 1243 / ( Pi / 4 x 20^2 ) = 5.00


( 4 x Pi / 4 x 20 ^2 / 300 / 862 x 100 ) = 0.49


( 4 x Pi / 4 x 20 ^2 ) = 1571

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

166




⇒ pc*

= ( 0.87 x 415 x ( 0.486 - 1.433 ) / ( 354.8 - 0.447 x 30 ) )

⇒ pc*

= -1.00










⇒ fst = ( 0.58 x 415 x 1797 / 1257 ) = 344.26 N/mm2

F = 1.00

F1 = 1.13


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

167

F2 = 1.21

∴ ( l / d ) max = ( 26 x 1 x 1.13 x 1.21 ) = 35.62


⇒ Hence O.K.

Check for shear






( 365.666666666667 x 1000 / ( 300 x 862 ) ) 1.41 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.49 N/mm2

⇒ Vuc = ( 0.49 x 300 x 862 / 1000 ) = 127 kN



⇒ Vus = ( 366 - 127 ) = 239 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

168







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 300 ) = 302 mm

ii) ≤ ( 0.75 x 862 ) = 647 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 862 / ( 238.73 x 1000 ) ) = 131 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

169

Beam B6 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

maxmax

==

==

170




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 250 x 512^2 / 1000000 ) = 273.09 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 263.82 kNm

Mu,lim = 273.09 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 250 x 512 ) = 1834 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

171


Ast Reqd = 1763 mm2


( 1763 / ( Pi / 4 x 20^2 ) = 6.00


( 6 x Pi / 4 x 20 ^2 / 250 / 512 x 100 ) = 1.47


( 6 x Pi / 4 x 20 ^2 ) = 1885

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

172




⇒ pc*

= ( 0.87 x 415 x ( 1.473 - 1.433 ) / ( 354.61 - 0.447 x 30 ) )

⇒ pc*

= 0.04










⇒ fst = ( 0.58 x 415 x 1780 / 1885 ) = 227.32 N/mm2

F = 1.00

F1 = 0.83


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

173

F2 = 0.75

∴ ( l / d ) max = ( 26 x 1 x 0.83 x 0.75 ) = 16.36


⇒ Hence O.K.

Check for shear






( 119 x 1000 / ( 250 x 512 ) ) = 0.93 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.76 N/mm2

⇒ Vuc = ( 0.76 x 250 x 512 / 1000 ) = 97 kN



⇒ Vus = ( 119 - 97 ) = 22 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

174







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 250 ) = 363 mm

ii) ≤ ( 0.75 x 512 ) = 384 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 512 / ( 22.05 x 1000 ) ) = 843 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

175

Beam B6 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

176




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 250 x 512^2 / 1000000 ) = 273.09 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 136.82 kNm

Mu,lim = 273.09 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 250 x 512 ) = 1834 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

177


Ast Reqd = 811 mm2


( 811 / ( Pi / 4 x 20^2 ) = 3.00


( 3 x Pi / 4 x 20 ^2 / 250 / 512 x 100 ) = 0.74


( 3 x Pi / 4 x 20 ^2 ) = 942

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

178




⇒ pc*

= ( 0.87 x 415 x ( 0.736 - 1.433 ) / ( 354.61 - 0.447 x 30 ) )

⇒ pc*

= -0.74










⇒ fst = ( 0.58 x 415 x 1038 / 942 ) = 265.12 N/mm2

F = 1.00

F1 = 1.13


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

179

F2 = 1.16

∴ ( l / d ) max = ( 26 x 1 x 1.13 x 1.16 ) = 34.13


⇒ Hence O.K.

Check for shear






( 119 x 1000 / ( 250 x 512 ) ) = 0.93 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.58 N/mm2

⇒ Vuc = ( 0.58 x 250 x 512 / 1000 ) = 74 kN



⇒ Vus = ( 119 - 74 ) = 45 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

180







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 250 ) = 363 mm

ii) ≤ ( 0.75 x 512 ) = 384 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 512 / ( 44.54 x 1000 ) ) = 417 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

181

Beam RB1 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

182




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 459.5^2 / 1000000 ) = 263.95 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 235.00 kNm

Mu,lim = 263.95 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 459.5 ) = 1975 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

183


Ast Reqd = 1710 mm2


( 1710 / ( Pi / 4 x 25^2 ) = 4.00


( 4 x Pi / 4 x 25 ^2 / 300 / 460 x 100 ) = 1.42


( 4 x Pi / 4 x 25 ^2 ) = 1963

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

184




⇒ pc*

= ( 0.87 x 415 x ( 1.424 - 1.433 ) / ( 353.38 - 0.447 x 30 ) )

⇒ pc*

= -0.01










⇒ fst = ( 0.58 x 415 x 1784 / 1963 ) = 218.71 N/mm2

F = 1.00

F1 = 0.87


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

185

F2 = 0.90

∴ ( l / d ) max = ( 26 x 1 x 0.87 x 0.9 ) = 20.41

( l / d ) provided = 11.63

⇒ Hence O.K.

Check for shear






( 125 x 1000 / ( 300 x 460 ) ) = 0.91 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.75 N/mm2

⇒ Vuc = ( 0.75 x 300 x 460 / 1000 ) = 103 kN



⇒ Vus = ( 125 - 103 ) = 22 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

186







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 459.5 ) = 345 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 460 / ( 21.84 x 1000 ) ) = 1718 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

187

Beam RB1 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

188




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 459.5^2 / 1000000 ) = 263.95 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 150.00 kNm

Mu,lim = 263.95 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 459.5 ) = 1975 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

189


Ast Reqd = 1006 mm2


( 1006 / ( Pi / 4 x 25^2 ) = 3.00


( 3 x Pi / 4 x 25 ^2 / 300 / 460 x 100 ) = 1.07


( 3 x Pi / 4 x 25 ^2 ) = 1473

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

190




⇒ pc*

= ( 0.87 x 415 x ( 1.068 - 1.433 ) / ( 353.38 - 0.447 x 30 ) )

⇒ pc*

= -0.39










⇒ fst = ( 0.58 x 415 x 1222 / 1473 ) = 199.78 N/mm2

F = 1.00

F1 = 1.10


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

191

F2 = 1.15

∴ ( l / d ) max = ( 26 x 1 x 1.1 x 1.15 ) = 33.00

( l / d ) provided = 11.63

⇒ Hence O.K.

Check for shear






( 120 x 1000 / ( 300 x 460 ) ) = 0.87 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.67 N/mm2

⇒ Vuc = ( 0.67 x 300 x 460 / 1000 ) = 93 kN



⇒ Vus = ( 120 - 93 ) = 27 kN


No of legs 4

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

192







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 452 / 300 ) = 1361 mm

ii) ≤ ( 0.75 x 459.5 ) = 345 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 452 x 460 / ( 27.29 x 1000 ) ) = 2750 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

193

Beam RB2 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

194




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 609.5^2 / 1000000 ) = 464.40 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 354.80 kNm

Mu,lim = 464.40 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 609.5 ) = 2620 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

195


Ast Reqd = 1880 mm2


( 1880 / ( Pi / 4 x 25^2 ) = 4.00


( 4 x Pi / 4 x 25 ^2 / 300 / 610 x 100 ) = 1.07


( 4 x Pi / 4 x 25 ^2 ) = 1963

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

196




⇒ pc*

= ( 0.87 x 415 x ( 1.074 - 1.433 ) / ( 355.03 - 0.447 x 30 ) )

⇒ pc*

= -0.38










⇒ fst = ( 0.58 x 415 x 2087 / 1963 ) = 255.82 N/mm2

F = 1.00

F1 = 0.91


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

197

F2 = 1.06

∴ ( l / d ) max = ( 26 x 1 x 0.91 x 1.06 ) = 25.16

( l / d ) provided = 13.72

⇒ Hence O.K.

Check for shear






( 155.333333333333 x 1000 / ( 300 x 610 ) ) 0.85 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.67 N/mm2

⇒ Vuc = ( 0.67 x 300 x 610 / 1000 ) = 123 kN



⇒ Vus = ( 155 - 123 ) = 32 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

198







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 609.5 ) = 457 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 610 / ( 32.12 x 1000 ) ) = 1550 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

199

Beam RB2 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

200




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 609.5^2 / 1000000 ) = 464.40 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 219.80 kNm

Mu,lim = 464.40 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 609.5 ) = 2620 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

201


Ast Reqd = 1088 mm2


( 1088 / ( Pi / 4 x 25^2 ) = 3.00


( 3 x Pi / 4 x 25 ^2 / 300 / 610 x 100 ) = 0.81


( 3 x Pi / 4 x 25 ^2 ) = 1473

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

202




⇒ pc*

= ( 0.87 x 415 x ( 0.805 - 1.433 ) / ( 355.03 - 0.447 x 30 ) )

⇒ pc*

= -0.66










⇒ fst = ( 0.58 x 415 x 1430 / 1473 ) = 233.69 N/mm2

F = 1.00

F1 = 1.19


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

203

F2 = 1.19

∴ ( l / d ) max = ( 26 x 1 x 1.19 x 1.19 ) = 36.82

( l / d ) provided = 13.72

⇒ Hence O.K.

Check for shear






( 250.333333333333 x 1000 / ( 300 x 610 ) ) 1.37 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.60 N/mm2

⇒ Vuc = ( 0.6 x 300 x 610 / 1000 ) = 110 kN



⇒ Vus = ( 250 - 110 ) = 140 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

204







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 609.5 ) = 457 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 610 / ( 140.11 x 1000 ) ) = 355 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

205

Beam RB3 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

206




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 809.5^2 / 1000000 ) = 819.18 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 816.53 kNm

Mu,lim = 819.18 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 809.5 ) = 3480 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

207


Ast Reqd = 3486 mm2


( 3486 / ( Pi / 4 x 25^2 ) = 8.00


( 8 x Pi / 4 x 25 ^2 / 300 / 810 x 100 ) = 1.62


( 8 x Pi / 4 x 25 ^2 ) = 3927

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

208




⇒ pc*

= ( 0.87 x 415 x ( 1.617 - 1.433 ) / ( 355.1 - 0.447 x 30 ) )

⇒ pc*

= 0.19










⇒ fst = ( 0.58 x 415 x 3471 / 3927 ) = 212.73 N/mm2

F = 0.93

F1 = 0.83


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

209

F2 = 0.68

∴ ( l / d ) max = ( 26 x 0.93 x 0.83 x 0.68 ) = 13.48

( l / d ) provided = 13.34

⇒ Hence O.K.

Check for shear






( 409 x 1000 / ( 300 x 810 ) ) = 1.68 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.78 N/mm2

⇒ Vuc = ( 0.78 x 300 x 810 / 1000 ) = 190 kN



⇒ Vus = ( 409 - 190 ) = 219 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

210







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 809.5 ) = 607 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 810 / ( 218.81 x 1000 ) ) = 302 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

211

Beam RB3 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

212




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 809.5^2 / 1000000 ) = 819.18 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 373.53 kNm

Mu,lim = 819.18 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 809.5 ) = 3480 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

213


Ast Reqd = 1388 mm2


( 1388 / ( Pi / 4 x 25^2 ) = 3.00


( 3 x Pi / 4 x 25 ^2 / 300 / 810 x 100 ) = 0.61


( 3 x Pi / 4 x 25 ^2 ) = 1473

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

214




⇒ pc*

= ( 0.87 x 415 x ( 0.606 - 1.433 ) / ( 355.1 - 0.447 x 30 ) )

⇒ pc*

= -0.87










⇒ fst = ( 0.58 x 415 x 1875 / 1473 ) = 306.48 N/mm2

F = 0.93

F1 = 1.11


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

215

F2 = 1.19

∴ ( l / d ) max = ( 26 x 0.93 x 1.11 x 1.19 ) = 31.96

( l / d ) provided = 13.34

⇒ Hence O.K.

Check for shear






( 302 x 1000 / ( 300 x 810 ) ) = 1.24 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.54 N/mm2

⇒ Vuc = ( 0.54 x 300 x 810 / 1000 ) = 131 kN



⇒ Vus = ( 302 - 131 ) = 171 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

216







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 809.5 ) = 607 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 810 / ( 171.38 x 1000 ) ) = 386 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

217

Beam RB4 Support

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

218




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 559.5^2 / 1000000 ) = 391.33 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 311.24 kNm

Mu,lim = 391.33 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 559.5 ) = 2405 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

219


Ast Reqd = 1811 mm2


( 1811 / ( Pi / 4 x 25^2 ) = 4.00


( 4 x Pi / 4 x 25 ^2 / 300 / 560 x 100 ) = 1.17


( 4 x Pi / 4 x 25 ^2 ) = 1963

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

220




⇒ pc*

= ( 0.87 x 415 x ( 1.17 - 1.433 ) / ( 354.73 - 0.447 x 30 ) )

⇒ pc*

= -0.28










⇒ fst = ( 0.58 x 415 x 1978 / 1963 ) = 242.47 N/mm2

F = 1.00

F1 = 0.91


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

221

F2 = 0.82

∴ ( l / d ) max = ( 26 x 1 x 0.91 x 0.82 ) = 19.42


⇒ Hence O.K.

Check for shear






( 175.333333333333 x 1000 / ( 300 x 560 ) ) 1.04 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.70 N/mm2

⇒ Vuc = ( 0.7 x 300 x 560 / 1000 ) = 117 kN



⇒ Vus = ( 175 - 117 ) = 59 kN


No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

222







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 226 / 300 ) = 681 mm

ii) ≤ ( 0.75 x 559.5 ) = 420 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 226 x 560 / ( 58.52 x 1000 ) ) = 781 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

223

Beam RB4 Mid

Design Parameters


















Effective depth
















0.416xu*d

bxu*0.362fckMulim

max

max

max

==

==

224




xu,max / d = 0.48

⇒ Mu,lim = ( 0.1389 x 30 x 300 x 562^2 / 1000000 ) = 394.84 kNm

⇒ pt,lim = ( 41.3 x 30 / 415 x 0.48 ) = 1.433






Mu = 120.00 kNm

Mu,lim = 394.84 kNm


Determining A st




⇒ Ast,lim ( 1.433 / 100 x 300 x 562 ) = 2416 mm2






d

xu*

fy

fck*41.61Pt max

lim

==

=

2

598.42100

bd

MuRWhere

f

R

fy

fckx

bd

Astx

Pt

ck

==

225


Ast Reqd = 623 mm2


( 623 / ( Pi / 4 x 20^2 ) = 2.00


( 2 x Pi / 4 x 20 ^2 / 300 / 562 x 100 ) = 0.37


( 2 x Pi / 4 x 20 ^2 ) = 628

Determining A sc


or




in the table below.



Design Check



�p t

100�

R Rlim

0.87 fy�1 d'

d


fsc 0.447 fck


fsc 0.447 fck

Grade of steel d'

d

0.05 0.10 0.15 0.20

Fe250 217.5 217.5 217.5 217.5

Fe415 355.1 351.9 342.4 329.2

Fe500 423.9 411.3 395.1 370.3

226




⇒ pc*

= ( 0.87 x 415 x ( 0.373 - 1.433 ) / ( 354.98 - 0.447 x 30 ) )

⇒ pc*

= -1.12










⇒ fst = ( 0.58 x 415 x 963 / 628 ) = 369.08 N/mm2

F = 1.00

F1 = 1.26


�l

d�max

��l

d�basic

F1 F2

where �l

d�basic

�

��






F �10

span in metres

227

F2 = 1.24

∴ ( l / d ) max = ( 26 x 1 x 1.26 x 1.24 ) = 40.32


⇒ Hence O.K.

Check for shear






( 139 x 1000 / ( 300 x 562 ) ) = 0.82 N/mm2


⇒ τc,max ( 0.62 x Sqrt ( 30 ) ) = 3.40 N/mm2






For ( M30 and Fe415 ) ⇒ τc = 0.44 N/mm2

⇒ Vuc = ( 0.44 x 300 x 562 / 1000 ) = 74 kN



⇒ Vus = ( 139 - 74 ) = 65 kN

Using 8 mm bars and

No of legs 2

�c �0.85��0.8 fck��1 5 � 1�

6 �


6.89pt

1


fckTc 62.0max =

228







τv > 0.5 τc Yes




exceeds 0.5 τc. :





i) < ( 2.175 x 415 x 101 / 300 ) = 302 mm

ii) ≤ ( 0.75 x 562 ) = 422 mm

iii) ≤ 300 mm 300 mm

iv) ≤ ( 0.87 x 415 x 101 x 562 / ( 65.03 x 1000 ) ) = 314 mm

sv ��0.75 d

300 mm

b

fyAsv

tcsvWhenfyb

A

sv

sv

sv

175.2

5.087.0

4.0

===

229

DESIGN OF SLAB

230

Design of Grid Slab

Grade of concrete = 30 KN/m2

Grade of steel = 415 N/mm2

Unit weight of concrete = 24 kN/m3

Live Load = 3 kN/m2

Cover = 20 mm

Roof Finish Load = 1 kN/m2

Ly 8.36 m

Lx 4.96 m

Aspect Ratio r = 1.69

= 4 2

Grid Spacing =

X - Dir = 1.240 m

Y - Dir = 1.400 m

No of Beams in X - Direction = 3 Nos

No of Beams in Y - Direction = 5 Nos

Thickness of the Slab Df = 120 mm

Thickness of the Web bw = 250 mm

Depth of the Web D = 430 mm

Df = 120 mm

D = 430

310

Design of the Section :

Self weight of Slab = 2.88 kN/m2

Total Load of Slab = 119.42 kN

Weight of Rib = 1.86 kN/m

Total weight of Beams (x-direction) = 45.86 kN

Total weight of Beams (y-direction) = 39.71 kN

Total weight of Floor Finish = 41.4656 kN

Total Live Load = 124.3968 kN

Total Load = 370.9 kN/m2

Load per m2

q = 8.9 kN/m2

bf = 1400 mm

bw = 250 mm

231

Approximate Method (Moments)

If q1 & q2 are the moments shared in the x & y directions

q1 = 8.0 kN/m2

q1 = 1.0

Moments in x & y directions at centre of grid for 2 m width is tained as :

Mx = 30.5 kN.m

My = 12.1 kN.m

Qx = 24.6 kN

Qy = 5.8 kN

Design of Reinforcement

Max working moment Mw = 18.3 kN.m/m

Moment resisted by central rib in

x-direction over 1.24 m width = 22.7 kN.m

Ultimate moment Mu = 34.0 kN.m

Moment capacity of flange section

Muf = 513.6 kN.m

Mu<Muf N.A falls within the Flange

⎟⎟⎠⎞

⎜⎜⎝⎛

+=44

4

1

yx

y

ba

bqq

⎟⎟⎠⎞

⎜⎜⎝⎛

+=44

4

2

yx

x

ba

aqq

⎟⎟⎠⎞⎜⎜⎝

⎛=8

2

11 abqMx

⎟⎟⎠⎞⎜⎜⎝

⎛=8

2

12 baqMy

)42.0(..36.0 fffckuf DdDbfM −=

232

Ast reqd = 300 mm2

20 mm = 1 Nos

Ast Provided = 314 mm2

Max ultimate shear = 25 kN

τv = 0.3 N/mm2

Assuming 2 bars to be bent up near support

Ast at supports = 628 mm2

= 0.68

τc = 0.56 N/mm2

Nominal Shear reinforcement is Required

8 mm = 50 mm2

No of stirrup legs 2 = 100.5 mm2

Sv = 363.0 mm

Provide 8 mm dia 2 legged stirrups at 360 mm c/c at support & the spacing can be

gradually increased at centre.

⎥⎦⎤⎢⎣

⎡ −=ck

yst

styufdb

fAdAfM

..

.1..87.0

bd

Vuv =τ

bd

Ast100

b

fASv

ysv

4.0

87.0=

233

Design of Slab for Lift Machine room



Live Load = 3 kN/m2

Cover = 20 mm

Ly 1.85 m

Lx 1.6 m

Breadth of slab = 1000 mm

Ly/Lx 1.16

Design as a Two way Slab

Depth of the Slab

Depth = 70 mm

Effective Depth = 95 mm

Overall Depth = 115 mm

Effective Span = 1.83

Loads

Self weight = 1.875 kN/m2

Live Load = 2 kN/m2

Floor Finish = 0.6 kN/m2

Service Load = 4.475 kN/m2

Design Load = 6.71 kN/m2

Design moments in the x and y directions

αx+ 0.069

αy+ 0.056

αx-

αy-

INTERPOLATION

1.2 1.16 1.3

0.072 0.069 0.079

Mx = 1.55 KN-m

My = 1.26 KN-m

Vux = 6.14 KN

Check for depth

d = 19.35 mm d = 110 mm

Total depth = 39.35 mm

Reinforcement (short and long span)

234

Shorter span Longer span

a = 4.99 4.99

b = 36105.00 36105.00

c = 1549679.93 1258851.51

b2-4ac = 1272611364 1278421564

2a = 9.99 9.99

SQ = 35673.68 35755.02

Ast1 = 43.18 mm2

35.04 mm2

Ast2 = -7185.73627 mm2

-7193.87945

Reinforcement in Shorter Direction

spacing of 10 mm = 1818 mm c/c


Provide 12 mm bars at 150 mm c/c

Reinforcement in Longer Direction




Check for shear stress

Considering the short span & unit width of slab

ζv = Vu / bd

= 0.0614 N/mm2

Pt = 0.043

INTERPOLATION

0.5 0.04 0.75 Table19

0.48 0.334 0.56

ζc = 0.334 N/mm2

ζc > ζv Shear reinforcement is not reqd

Check for deflection Control

Modification Factor From IS 456

K = 1.2

235

Design of Slab for Ramp



Live Load = 4 kN/m2

Cover = 20 mm

Ly 5.345 m

Lx 3.6 m

Breadth of slab = 1000 mm

Ly/Lx 1.48

Design as a Two way Slab

Depth of the Slab

Depth = 112.5 mm

Effective Depth = 112.5 mm

Overall Depth = 137.5 mm

Effective Span = 3.83

Loads

Self weight = 3.4375 kN/m2

Live Load = 4 kN/m2

Floor Finish = 0.6 kN/m2

Service Load = 8.0375 kN/m2

Design Load = 12.06 kN/m2

Design moments in the x and y directions

αx+ 0.092

αy+ 0.056

αx-

αy-

INTERPOLATION

1.2 1.48 1.3

0.072 0.092 0.079

Mx = 16.26 KN-m

My = 9.90 KN-m

Vux = 23.09 KN

Check for depth

d = 62.67 mm d = 130 mm

Total depth = 82.67 mm

Reinforcement (short and long span)

Shorter span Longer span

a = 4.99 4.99

b = 46936.50 46936.50

c = 16258095.77 9903707.84

b2-4ac = 1878229169 2005177767

2a = 9.99 9.99

SQ = 43338.54 44779.21

Ast1 = 360.19 mm2

215.97 mm2

Ast2 = -9037.40009 mm2

-9181.625012

Reinforcement in Shorter Direction




Reinforcement in Longer Direction




Check for shear stress

Considering the short span & unit width of slab

ζv = Vu / bd

236

= 0.1776 N/mm2

Pt = 0.277

INTERPOLATION

0.5 0.28 0.75 Table19

0.48 0.409 0.56

ζc = 0.409 N/mm2

ζc > ζv Shear reinforcement is not reqd

Check for deflection Control

Modification Factor From IS 456

K = 1.2

237

BILL OF QUANTITIES

Sl. No SOR Ref

No

Description of Work Unit Quantity Rate (Rs) Amount (Rs)

1.01 251a Excavation in foundation in ordinary soil ( loam, clay or sand

) including lift upto 1.5m and lead upto 30m and including

filling watering and ramming of excavated earth into the

trenches or into the space between the building and the sides

of the foundation trenches or into the plinth and removal and

disposal of surplus earth as directed by engineer in charge

upto a distance of 30m from the foundation trenches

cum 4,569.00 38.00 173,622.00

1.01a 254a Extra for every additional 30m lead or part of 30m or for

every additional 1.5m lift or part of 1.50m

cum 3,040.00 43.00 130,720.00

1.01b 254a Extra for every additional 30m lead or part of 30m or for

every additional 1.5m lift or part of 1.50m

cum 183.00 48.00 8,784.00

1.02 255a Sand filling in plinth including supply of necessary quantity of

sand from a distance not exceeding 8 km from the site of

work and including watering, dressing etc labour and T&P etc

required for the proper completion of the work, saplings of

girth upto 30cm measured at a height of 1m above ground

level and removal of rubbish upto a distance of 50m outside

the periphery of area cleared

cum 4,560.00 220.00 1,003,200.00

1.03 2.27

CPWD

Supplying and filling in plinth with Jamuna sand under

floors including, watering, ramming consolidating and

dressing complete.

cum 852.27 331.65 282,656.00

1.04 281 Cement concrete with 40mm gauge approved stone ballast,

coarse sand& cement in the proportion of 8:4:1 including

supply of all materials , labour, tools & plants etc. required for

proper completion of the work.

cum 469.00 2,500.00 1,172,500.00

1.05 5.33

CPWD

Providing and laying in position machine batched, machine

mixed and machine vibrated design mix cement concrete

of specified grade for reinforced cement concrete work

including pumping of concrete to site of laying but

excluding the cost of centering, shuttering, finishing and

reinforcement. including Admixtures in recommended

proportions as per IS 9103 to accelerate, retard setting of

concrete, improve workability without impairing strength and

durability as per direction of Engineer-in-charge. M-25 grade

reinforced cement concrete by using 410kg. of cement per

cum of concrete. All work up to floor V level.

cum 21,148.00 4,147.40 87,709,215.00

1.05a 5.34.1

CPWD

Add or deduct for providing richer or leaner mixes

respectively at all floor levels. Providing M-30 grade

concrete by using 420kg of cement per cum of concrete

instead of M-25 grade B.M.C/ R.M.C..

cum 21,148.00 54.55 1,153,623.00

1.06 504 M.S ( Tor steel or Plain ) in plain work such as RCC or R.B

work including bending for proper shape and including supply

of steel and its wastage, bends hooks and authorised

overlapping shall be measured and including cost of binding

wire.

MT 3,984.61 49,000.00 195,246,106.00

1.07 M-150 Brick work in 1:6 one cement and six fine sand mortar

including necessary cutting and moulding of brick as required

of one brick thick including supply of all materials labour tools

and plant etc required for proper completion of the work.

1.07a 303 In Foundation cum 321.00 1,900.00 609,900.00

1.07b 310 Extra for Superstructure cum 321.00 185.00 59,385.00

Total Carried Forward 287,549,711.00

ARCHITECTURAL & STRUCTURAL WORKS

1 of 3

Sl. No SOR Ref

No


Total Brought Forward 287,549,711.00

1.08 13.7.2

CPWD

12 mm cement plaster finished with a floating coat of neat

cement of mix :1:4 (1 cement: 4 fine sand)

sqm 1,604.00 97.90 157,032.00

1.09 13.8.2

CPWD

15 mm cement plaster on rough side of single or half brick

wall finished with a floating coat of neat cement of mix : 1:4

(1 cement: 4 fine sand)

sqm 1,604.00 110.70 177,563.00

1.10 13.16

CPWD

Plastering with CM 1:3 mix (one cement and three sand)

6mm thick including cost, conveyance, labour charges etc.

complete as per standard specification- for ceiling

sqm 32,134.00 62.15 1,997,128.00

1.11 13.48.1

CPWD

Finishing walls with Deluxe Multi surface paint system for

interiors and exteriors using Primer as per manufacturers

specifications :Two or more coats applied @ 1.25 ltr/10

sqm. over and including one coat of Special primer applied

@ 0.75 ltr / 10 sqm.

sqm 68,256.00 62.25 4,248,936.00

1.12 13.37.1

CPWD

White washing with whiting to give an even shade - new work

(three or more coats).. for ceiling including cost of materials

and labour charges etc. complete as per standard

specification

sqm 32,134.00 6.75 216,905.00

1.13 11.9.5

CPWD

40 mm thick marble chips flooring rubbed and polished to

granolithic finish, under layer 34 mm thick cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

12.5mm nominal size) and top layer 6mm thick with white,

black, chocolate, grey, yellow or green marble chips of

sizes from 1mm to 4mm nominal size laid in cement

marble powder mix 3:1 (3 cement : 1 marble powder)

by weight in proportion of 4:7 (4 cement marble powder

mix : 7 marble chips) by volume including cement slurry etc.

complete : Light shade pigment with ordinary cement.

sqm 8,566.00 313.35 2,684,156.00

1.14 16.64

CPWD

Providing and laying 75mm thick compacted bed of dry brick

aggregate of 40mm thick nominal size including

spreading, well ramming, consolidating and grouting with

jamuna sand including finishing smooth etc. complete as

per direction of Engineer-in-charge.

sqm 8,208.00 63.15 518,335.00

1.15 12.15

CPWD

Painting top of roofs with bitumen of approved quality at

17kg per 10 sqm impregnated with a coat of coarse sand at

60 cudm per 10sqm including cleaning the slab surface with

brushes and finally with a piece of cloth lightly soaked in

kerosene oil complete : With residual type petroleum bitumen

of penetration 80/100

sqm 8,480.00 63.00 534,240.00

1.16 5.9.13

CPWD

Centering and shuttering including strutting, propping etc.

and removal of form for :Vertical and horizontal fins

individually or forming box louvers band, facias and eaves

boards.

sqm 4,333.00 285.55 1,237,288.00

1.17 5.8

CPWD

Reinforced cement concrete work in vertical and horizontal

fins individually or forming box louvers, facias and eaves

boards up to floor five level excluding the cost of

centering, shuttering, finishing and reinforcement with

1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone

aggregate 20mm nominal size).

cum 432.00 3,928.75 1,697,220.00

1.18 Confirmatry Boreholes Each 40.00 22,500.00 900,000.00

Total Carried Forward 301,918,514.00

BILL NO.1 - ARCHITECTURAL & STRUCTURAL WORKS (Contd..)

2 of 3

Sl. No SOR Ref

No


Total Brought Forward 301,918,514.00

1.19 5.9.1

CPWD


and removal of form for : Foundations, footings, bases of

columns, etc. for mass concrete.

sqm 4,063.00 119.25 484,513.00

1.20 5.9.6

CPWD


And removal of form for : Columns, Pillars, Piers, Abutments,

Posts and Struts.

sqm 5,714.00 238.40 1,362,218.00

1.21 5.9.3

CPWD


and removal of form for : Suspended floors, roofs,

landings, balconies and access platform.

sqm 32,367.00 187.35 6,063,957.00

1.22 5.9.5

CPWD


and removal of form for : Lintels, beams, plinth beams,

girders, bressumers and cantilevers.

sqm 52,948.00 162.65 8,611,992.00

1.23 5.9.7

CPWD


and removal of form for : Stairs, (excluding landings) except

spiral-staircases.

sqm 1,394.00 204.00 284,376.00

1.24 5.27

CPWD

Providing and filling in position bitumen mix filler of

Proportion 80 kg. of hot bitumen, 1 kg. of cement and

0.25 cubicmetre of coarse sand for expansion joints.

/cm depth /

cm width /

100m

15.43 98.85 1,525.00

1.25 5.29.1.1

CPWD

Providing and fixing sheet covering over expansion joints

with iron screws as per design to match the colour /

shade of wall Non-asbestos fibre cement board 6 mm thick

as per IS: 14862. 150mm wide.

m 642.92 69.90 44,940.00

1.26 16.59.2

CPWD

Cautionary /warning sign boards of equilateral triangular

shape having each side of 900mm with support length of

3650mm.

sqm 14.04 2,616.55 36,736.00

Electrical Lighting and Related Works LS 25,504,702.00

Quality Control Charge @ 1% 3,443,135.00

Advertisement Charges 500,000.00

Contingencies @ 0.5% 1,721,567.00

VAT added @ 2.8% 9,640,777.00

Service Tax @ 2.08% 7,161,720.00

Total Rs 366,780,672.00

Total in Crores 36.68

BILL NO.1 - ARCHITECTURAL & STRUCTURAL WORKS (Contd..)

3 of 3

DETAILED QUANTITY ESTIMATE

Nos Length Width Depth Area

1.01 251a Excavation cum 4,569.00

Column Raft

1 14.81 8.68 1.50 192.72 Raft C1

16 3.20 3.70 1.50 284.16 F2 C2

5 3.30 3.60 1.50 89.10 F3 C3

9 2.30 2.40 1.50 74.52 F4 C4

1 2.80 3.00 1.50 12.60 F5 C5

10 3.30 3.80 1.50 188.10 F6 C6

38 6.00 6.00 1.50 2,052.00 F7 C7

2 4.20 5.50 1.50 69.30 CF1 C9,C9

10 5.40 6.60 1.50 534.60 CF2 C10,C10

2 3.00 3.30 1.50 29.70 CF3 C4,C4

8 3.95 7.20 0.80 28.14 182.02 CF4 C2,C7

2 6.20 7.20 1.20 36.52 107.14 CF5 C10,C5

1 8.20 10.70 1.10 87.74 96.51 CF6 C7,C8

4 4.55 8.20 1.00 44.94 149.24 CF7 C7,C8

2 6.20 7.20 1.70 55.44 151.78 CF8 C5,C10

6 6.80 6.80 1.00 277.44 CF9 C7,C7

2 6.20 6.20 1.00 76.88 CF10 C7,C7

Stair case footing 1 1.50 0.90 0.75 1.01

Total 4,568.81

1.01a 254a Extra for every additional

lift of 1.5m or part thereof

in - all kinds of soil

3,040.00

1 14.81 8.68 1.25 160.60 Raft C1

16 3.20 3.70 1.25 236.80 F2 C2

5 3.30 3.60 1.25 74.25 F3 C3

9 2.30 2.40 1.25 62.10 F4 C4

1 2.80 3.00 1.25 10.50 F5 C5

10 3.30 3.80 1.25 156.75 F6 C6

38 6.00 6.00 1.25 1,710.00 F7 C7

2 4.20 5.50 1.50 69.30 CF1 C9,C9

10 5.40 6.60 1.50 534.60 CF2 C10,C10

2 3.00 3.30 1.25 24.75 CF3 C4,C4

Total 3,039.65

1.01b 254a Extra for every additional

lift of 1.5m or part thereof

in - all kinds of soil

183.00

2 4.20 5.50 0.10 4.62

10 5.40 6.60 0.50 178.20

Total 182.82

1.02 255a

Filling with good earth in

plinth cum 4,560.00

1 80.37 106.05 0.54 4,559.65

Total 4,559.65

1.032.27

CPWD

River sand Filling852.27

1 80.37 106.05 0.10 852.27

Total 852.27

1.04 281 PCC 1:4:8 cum 469.00

Column Raft 1 14.81 8.68 0.10 12.85 Raft C1

16 3.20 3.70 0.15 28.42 F2 C2

5 3.30 3.60 0.15 8.91 F3 C3

9 2.30 2.40 0.15 7.45 F4 C4

1 2.80 3.00 0.15 1.26 F5 C5

10 3.30 3.80 0.15 18.81 F6 C6

38 6.00 6.00 0.15 205.20 F7 C7

2 4.20 5.50 0.15 6.93 CF1 C9,C9

10 5.40 6.60 0.15 53.46 CF2 C10,C10

2 3.00 3.30 0.15 2.97 CF3 C4,C4


Item

NoDescription

DimensionsUnit Total RemarksCode No.

1 of 15



Item

NoDescription


8 3.95 7.20 0.10 28.14 22.75 CF4 C2,C7

2 6.20 7.20 0.10 36.52 8.93 CF5 C10,C5

1 8.20 10.70 0.10 87.74 8.77 CF6 C7,C8

4 4.55 8.20 0.10 44.94 14.92 CF7 C7,C8

2 6.20 7.20 0.10 55.44 8.93 CF8 C5,C10

6 6.80 6.80 0.10 27.74 CF9 C7,C7

2 6.20 6.20 0.10 7.69 CF10 C7,C7


Below Pilnth beam 1 372.83 0.40 0.15 22.37

Total 469.00

1.05 5.33

CPWD

M30 Concrete Building

cum 21,148.00

RCC M30 for all works

upto Plinth level

RAFT 1 14.51 8.38 0.70 85.06 Raft C1

9 2.90 3.40 0.60 53.24 F2 C2

9 0.74 5.07 33.77 F2 C2

7 2.90 3.40 0.60 41.41 F2 C8

7 0.74 5.26 27.25 F2 C8

5 3.00 3.30 0.70 34.65 F3 C3

5 0.70 5.22 18.27 F3 C3

9 2.00 2.10 0.30 11.34 F4 C4

9 0.36 2.36 7.65 F4 C4

1 2.50 2.70 0.40 2.70 F5 C5

1 0.54 3.67 1.98 F5 C5

10 3.00 3.50 0.60 63.00 F6 C6

10 0.70 5.67 39.69 F6 C6

38 5.70 5.70 1.30 1,605.01 F7 C7

38 1.30 16.85 832.39 F7 C7

2 3.90 5.20 1.10 44.62 CF1 C5,C5

2 1.10 10.63 23.39 CF1 C5,C5

10 5.10 6.30 1.30 417.69 CF2 C10,C10

10 1.30 16.88 219.46 CF2 C10,C10

2 2.70 3.00 0.40 6.48 CF3 C4,C4

2 0.47 4.46 4.19 CF3 C4,C4

8 4.00 6.50 0.55 26.00 114.40 CF4 C2,C7

2 5.25 6.50 0.55 34.13 37.54 CF5 C10(2),C5(2)

1 8.00 10.50 1.00 84.00 84.00 CF6 C7(2),C8(2)

4 4.00 10.50 1.00 42.00 168.00 CF7 C7,C8

2 7.00 7.50 0.70 52.50 73.50 CF8 C5,C10

6 6.60 6.60 0.90 235.22 CF9 C7,C7

2 6.00 6.00 0.90 64.80 CF10 C7,C7


Pedestal

2 0.85 1.15 0.75 1.47 Raft C10

2 0.70 1.10 0.75 1.16 Raft C1a

6 0.53 0.53 0.75 1.26 Raft C1

9 0.65 1.10 0.75 4.83 F2 C2

7 0.60 1.10 0.75 3.47 F2 C8

5 0.60 0.90 0.75 2.03 F3 C3

9 0.65 0.80 0.75 3.51 F4 C4

1 0.65 0.90 0.75 0.44 F5 C5

10 0.70 1.20 0.75 6.30 F6 C6

38 1.10 1.10 0.75 34.49 F7 C7

2 1.15 1.52 0.75 2.62 CF1 C5,C5

10 1.15 1.42 0.75 12.25 CF2 C10,C10

2 0.80 1.02 0.75 1.22 CF3 C4,C4

Stair case pedestal 1 1.00 0.40 0.35 0.14

Columns upto Plinth Level 2 0.55 0.85 1.20 1.12 Raft C10

2 0.40 0.80 1.20 0.77 Raft C1a

6 0.23 0.23 1.20 0.38 Raft C1

9 0.35 0.80 0.66 1.66 F2 C2

7 0.30 0.80 0.66 1.11 F2 C8

2 of 15



Item

NoDescription


5 0.30 0.60 0.60 0.54 F3 C3

9 0.35 0.50 1.34 2.11 F4 C4

1 0.35 0.60 1.06 0.22 F5 C5

10 0.40 0.90 0.70 2.52 F6 C6

38 0.80 0.80 - - F7 C7

4 0.35 0.60 0.15 0.13 CF1 C5,C5

20 0.55 0.85 0.55 5.14 CF2 C10,C10

4 0.35 0.50 1.03 0.72 CF3 C4,C4

8 0.35 0.80 0.15 0.34 CF4 C2

8 0.80 0.80 0.15 0.77 CF4 C7

4 0.35 0.60 0.15 0.13 CF5 C5(2)

4 0.55 0.85 0.15 0.28 CF5 C10(2)

2 0.80 0.80 0.15 0.19 CF6 C7(2)

2 0.30 0.80 0.15 0.07 CF6 C8(2)

4 0.80 0.80 0.15 0.38 CF7 C7

4 0.30 0.80 0.15 0.14 CF7 C8

4 0.35 0.60 0.15 0.13 CF8 C5

4 0.55 0.85 0.15 0.28 CF8 C10

12 0.80 0.80 0.15 1.15 CF9 C7,C7

4 0.30 0.80 0.15 0.14 CF10 C7,C7

Plinth Beam 2 80.60 0.25 0.60 24.18 PB1

12 80.60 0.25 0.60 145.07 PB1

12 106.05 0.25 0.60 190.89 PB1

Raft Beam 2 14.51 0.70 0.15 3.05 RFB1

2 8.38 0.40 0.15 1.01 RFB2

1 8.38 0.23 0.15 0.29 RFB3

Total 4,812.00

above basement upto 5th

Floor hieght

For Walls, columns, pillars,

posts and struts.

Column G.F 7 0.23 0.23 2.80 1.04 C1

2 0.40 0.80 2.80 1.79 C1a

17 0.35 0.80 2.80 13.33 C2

5 0.30 0.60 2.80 2.52 C3

13 0.35 0.50 2.80 6.37 C4

13 0.35 0.60 2.80 7.64 C5

10 0.40 0.90 2.80 10.08 C6

68 0.80 0.80 2.80 121.86 C7

13 0.30 0.80 2.80 8.74 C8

32 0.55 0.85 2.80 41.89 C10

First Floor 7 0.23 0.23 2.80 1.04 C1

2 0.40 0.80 2.80 1.79 C1a

17 0.35 0.80 2.80 13.33 C2

5 0.30 0.60 2.80 2.52 C3

13 0.35 0.50 2.80 6.37 C4

13 0.35 0.60 2.80 7.64 C5

10 0.40 0.90 2.80 10.08 C6

68 0.80 0.80 2.80 121.86 C7

13 0.30 0.80 2.80 8.74 C8

32 0.55 0.85 2.80 41.89 C10

Second Floor 7 0.23 0.23 2.80 1.04 C1

2 0.40 0.80 2.80 1.79 C1a

17 0.35 0.80 2.80 13.33 C2

5 0.30 0.60 2.80 2.52 C3

13 0.35 0.50 2.80 6.37 C4

13 0.35 0.60 2.80 7.64 C5

10 0.40 0.90 2.80 10.08 C6

68 0.80 0.80 2.80 121.86 C7

13 0.30 0.80 2.80 8.74 C8

32 0.55 0.85 2.80 41.89 C10

3 of 15



Item

NoDescription


Third Floor 7 0.23 0.23 2.80 1.04 C1

2 0.40 0.80 2.80 1.79 C1a

17 0.35 0.80 2.80 13.33 C2

5 0.30 0.60 2.80 2.52 C3

13 0.35 0.50 2.80 6.37 C4

13 0.35 0.60 2.80 7.64 C5

10 0.40 0.90 2.80 10.08 C6

68 0.80 0.80 2.80 121.86 C7

13 0.30 0.80 2.80 8.74 C8

32 0.55 0.85 2.80 41.89 C10

Stair case columns

7 0.23 0.23 2.15 0.80 C1

2 0.40 0.80 2.15 1.38 C1a

Total 864.00

Roof Beam ( Ground Floor,

Ist, II

nd III

rd Floors) Cum

Grid 2-11& L-J

B1 1 69.68 0.40 0.78 21.74

B2 2 69.68 0.80 0.78 86.95

B2 8 14.14 0.80 0.78 70.60

B3 1 14.14 0.30 0.78 3.31

B6 8 4.56 0.25 0.43 3.92

B4 1 14.14 0.35 0.78 3.86

B7 42 14.14 0.25 0.43 63.85

8 65.12 0.25 0.43 56.00

Grid 1-3 & G-F

B2 2 15.25 0.80 0.78 19.03

1 10.80 0.80 0.78 6.74

B3 2 10.80 0.30 0.78 5.05

B7 7 15.25 0.25 0.43 11.47

B7 10 10.80 0.25 0.43 11.61

Grid 2-11& A-B

B2 1 69.68 0.80 0.78 43.48

B2 8 5.47 0.80 0.78 27.30

B3 1 5.47 0.30 0.78 1.28

B4 1 5.47 0.35 0.78 1.49

B5 1 69.68 0.35 0.78 19.02

B6 3 4.56 0.25 0.43 1.47

B7 36 5.47 0.25 0.43 21.16

3 65.12 0.25 0.43 21.00

Grid 1-2& K-L

B1 1 10.69 0.40 0.78 3.34

B2 2 8.36 0.80 0.78 10.44

1 10.69 0.80 0.78 6.67

B6 5 10.69 0.25 0.43 5.75

B7 6 8.36 0.25 0.43 5.39

Grid 1-2& A-B

B2 1 10.69 0.80 0.78 6.67

B2 2 5.47 0.80 0.78 6.82

B6 3 10.69 0.25 0.43 3.45

B7 6 5.47 0.25 0.43 3.53

Grid 1'-2& K-J

B2 1 11.13 0.80 0.78 6.94

B6 3 5.35 0.25 0.43 1.72

B7 3 5.78 0.25 0.43 1.86

Grid 3-4& B-J

B2 5 10.22 0.80 0.78 31.89

7 10.80 0.80 0.78 47.17

B2A 4 10.22 0.55 0.78 17.54

B7 48 10.80 0.25 0.43 55.73

56 10.22 0.25 0.43 61.52

4 of 15



Item

NoDescription


Grid 1'-3& G-J,B-F

B2 3 9.90 0.80 0.78 18.53

7 10.80 0.80 0.78 47.17

B2A 4 9.90 0.55 0.78 16.99

B7 49 9.90 0.25 0.43 52.15

49 10.80 0.25 0.43 56.89

B3 7 10.80 0.30 0.78 17.69

Grid 10-11& B-J

B2 8 10.80 0.80 0.78 53.91

5 4.48 0.80 0.78 13.98

B2A 4 4.48 0.55 0.78 7.69

B7 16 10.80 0.25 0.43 18.58

56 4.48 0.25 0.43 26.97

B4 8 10.80 0.35 0.78 23.59

For Span 10.8x8.4

B2 24 8.40 0.80 0.78 125.80

B2 48 10.80 0.80 0.78 323.48

24 8.40 0.80 0.78 125.80

B7 168 8.40 0.25 0.43 151.70

120 10.80 0.25 0.43 139.32

For Span 10.8x8.4

B2 24 8.40 0.80 0.78 125.80

B2 48 10.80 0.80 0.78 323.48

B2A 24 8.40 0.55 0.78 86.49

B7 168 8.40 0.25 0.43 151.70

120 10.80 0.25 0.43 139.32

Lift Room Beam

MRB1 4 1.77 0.23 0.30 0.49

MRB2 1 8.41 0.23 0.45 0.87

MRB3 1 3.83 0.23 0.40 0.35

MRB4 1 8.41 0.30 0.80 2.02

Total 2,827.52

For lift room upper roof

beam (2.5m above IIIrd

floor)

LRB1 1 43.21 0.23 0.23 2.24

For ramp portion

Entry ramp (To I- Floor ,

RB1 4 5.35 0.30 0.35 2.24

RB2 6 5.35 0.30 0.25 2.41

RB4 1 32.83 0.30 0.45 4.43

RB3 1 32.83 0.30 0.70 6.89

Exit ramp (from I- Floor ,

RB1 7 5.35 0.30 0.35 3.93

RB2 5 5.35 0.30 0.25 2.00

RB3 1 43.15 0.30 0.70 9.06

RB4 1 43.15 0.30 0.45 5.83

Entry ramp (To II- Floor ,

RB1 5 5.35 0.30 0.35 2.81

RB2 4 5.35 0.30 0.25 1.60

RB3 1 32.42 0.30 0.70 6.81

RB4 1 32.42 0.30 0.45 4.38

Exit ramp (from II- Floor ,

RB1 6 5.35 0.30 0.35 3.37

RB2 4 5.35 0.30 0.25 1.60

RB3 1 37.34 0.30 0.70 7.84

RB4 1 37.34 0.30 0.45 5.04

Entry ramp (To III- Floor ,

RB1 5 5.35 0.30 0.35 2.81

RB2 4 5.35 0.30 0.25 1.60

RB3 1 32.42 0.30 0.70 6.81

RB4 1 32.42 0.30 0.45 4.38

Exit ramp (from III- Floor ,

5 of 15



Item

NoDescription


RB1 6 5.35 0.30 0.35 3.37

RB2 4 5.35 0.30 0.25 1.60

RB3 1 37.34 0.30 0.70 7.84

RB4 1 37.34 0.30 0.45 5.04

Stair case beam

SB1 9 1.70 0.25 0.15 0.57

5 1.00 0.25 0.15 0.19

Steps 54 1.70 0.02 1.72

18 1.00 0.02 0.34

Total For Three Floors 11,419.00

Roof Slab ( Ground Floor,

Ist, IInd IIIrd Floors)

1 75.02 106.05 0.12 954.70

1 5.35 8.36 0.12 5.36

1 5.35 10.81 0.12 6.93

1 5.35 11.33 0.12 7.27

deduction for lift room 1 8.41 3.60 0.12 (3.63)

Total 970.64

deduction for ground slab

1 5.35 41.32 0.12 (26.50)

for lift room III rd floor 1 3.70 1.77 0.12 0.79

For lift room upper roof 1 8.41 3.60 0.12 3.63

For ramp Slab

Entry ramp (To I- Floor ,

Grid 1'-2& G'-K 1 38.44 5.35 0.15 30.82

Exit ramp (from I- Floor ,

Grid 1-1'& B'-G 1 43.53 5.35 0.15 34.90

Entry ramp (To II- Floor ,

Grid 1-2 & G-L)

Grid 1-1' & K-G' 1 38.35 5.35 0.15 30.75

Exit ramp (from II- Floor ,

Grid 1-1'& A-G)

Grid 1-1'& B'-E" 1 32.49 5.35 0.15 26.05

Entry ramp (To III- Floor ,

Grid 1-2 & G-L)

Grid 1-1' & K-G' 1 38.35 5.35 0.15 30.75

Exit ramp (from III- Floor ,

Grid 1-1'& A-G)

Grid 1-1'& B'-E" 1 38.35 5.35 0.15 30.75

Stair case Slab 1 26.50 1.50 0.15 5.96

Landing Slab 9 1.70 1.00 0.15 2.30

Total For Three Floors 4,053.00

1.05a5.34.1

CPWD

Add or deduct for providing

richer or leaner mixes

21,148.00

1.06 504 HYSD Steel MT 3,984.61

Footing 50.00 kg/cum 142.89

Combined footing 100.00 kg/cum 149.33

Raft Footing 200.00 kg/cum 17.01

Column upto 1st Floor

Stair pedestal 165.00 kg/cum 0.02 51.29

C1 315.00 kg/cum 0.84 86.46

C2 188.00 kg/cum 3.79

C1a 165.00 kg/cum 0.61

C3 284.00 kg/cum 1.44

C4 291.00 kg/cum 3.70

C5 208.00 kg/cum 2.35

6 of 15



Item

NoDescription


C6 140.00 kg/cum 2.65

C7 342.00 kg/cum 54.37

C8 218.00 kg/cum 2.95

C10 220.00 kg/cum 13.73

1st floor & IInd floor 71.03

C1 315.00 kg/cum 0.65 122.99

C2 188.00 kg/cum 5.01

C1a 165.00 kg/cum 0.59

C3 284.00 kg/cum 1.43

C4 291.00 kg/cum 3.71

C5 208.00 kg/cum 3.18

C6 140.00 kg/cum 2.82

C7 342.00 kg/cum 83.35

C8 218.00 kg/cum 3.81

C10 220.00 kg/cum 18.43

IIIrd Floor 36.53

C1 315.00 kg/cum 0.58 61.97

C2 188.00 kg/cum 2.51

C1a 165.00 kg/cum 0.52

C3 284.00 kg/cum 0.72

C4 291.00 kg/cum 1.85

C5 208.00 kg/cum 1.59

C6 140.00 kg/cum 1.41

C7 342.00 kg/cum 41.67

C8 218.00 kg/cum 1.90

C10 220.00 kg/cum 9.22

Plinth Beam PB1 210.00 kg/cum 75.63 45.02

75.63

Roof Beam

B1 245.00 kg/cum 24.57 1,424.86

B2 200.00 kg/cum 1,217.53 2,449.68

B2A 235.00 kg/cum 120.98

B3 240.00 kg/cum 26.24

B4 215.00 kg/cum 24.89

B5 215.00 kg/cum 16.36

B6 186.00 kg/cum 12.13

B7 235.00 kg/cum 986.78

Ramp Beam

RB1 205.00 kg/cum 3.80

RB2 245.00 kg/cum 2.65

RB3 185.00 kg/cum 8.37

RB4 185.00 kg/cum 5.38

Raft Beam 1,500.00 kg/cum 6.51

Lift roof beams

MRB1 215.00 kg/cum 2.34

MRB2 185.00 kg/cum 0.64

MRB3 180.00 kg/cum 0.25

MRB4 180.00 kg/cum 1.45

stair case beams 245.00 kg/cum 0.69

Slab 200.00 kg/cum 810.60

RCC Parapet wall 130.00 kg/cum 56.16

Total 3,984.61

1.07 Brick work

7 of 15



Item

NoDescription


1.07a303

Ground Floor

cum 321.00

2 80.37 0.20 2.80 90.01

2 106.05 0.20 2.80 118.78

Parapet wall on terrace 2 80.37 0.20 1.50 48.22

2 106.05 0.20 1.50 63.63

Total 321.00

1.07b 310 Extra for brick work above

plinth upto floor five level

321.00

Qty as the BW of all works

upto plinth level 321.00

Total 321.00

1.08 13.7.2

CPWD

Plastering with CM 1:4 mix

(one cement and 4 sand)

12mm thick For outside

walls Sqm 1,604.00

Ground Floor 2 80.37 2.80 450.04

2 106.05 2.80 593.88

Parapet wall on terrace 2 80.37 1.50 241.10

2 106.05 1.50 318.15

Total 1,604.00

1.09 13.8.2 Plastering with CM 1:4 mix Sqm 1,604.00

Ground Floor

2 80.37 2.80 450.04

2 106.05 2.80 593.88


2 106.05 1.50 318.15

Total 1,604.00

8 of 15



Item

NoDescription


1.10 13.16

CPWD

1:3 Plastering for Ceiling

Sqm 32,134.00

Roof Slab ( Ground Floor,

Ist, IInd IIIrd Floors)

1 75.02 106.05 7,955.87

1 5.35 8.36 44.69

1 5.35 10.81 57.78

1 5.35 11.33 60.55

deduction for lift room 1 8.41 3.60 (30.23)

Total 8,088.66


on grid 1'-2 & G'-L 1 5.35 41.32 (220.87)

for three floors 32,134.00

1.11 13.48.1

CPWD

Two coats of exterior type

emulsion paint 68,256.00

Ground Floor

2 80.37 3.60 578.63

2 106.05 3.60 763.56

First Floor 2 80.37 1.00 160.73

2 106.05 1.00 212.10

Second Floor 2 80.37 1.00 160.73

2 106.05 1.00 212.10

Third Floor 2 80.37 1.00 160.73

2 106.05 1.00 212.10


2 106.05 1.50 318.15

Total 3,020.00

Providing With Distemper

on interior walls

Ground Floor

2 80.37 2.80 450.04

2 106.05 2.80 593.88

4 32.83 1.00 131.30

4 42.63 1.00 170.50

First Floor 2 80.37 1.00 160.73

2 106.05 1.00 212.10

2 72.99 1.00 145.97

2 93.79 1.00 187.58

4 32.68 1.00 130.72

4 32.24 1.00 128.96

Second Floor

2 80.37 1.00 160.73

2 106.05 1.00 212.10

2 72.99 1.00 145.97

2 93.79 1.00 187.58

4 32.68 1.00 130.72

4 32.24 1.00 128.96

Third Floor

2 80.37 1.00 160.73

2 106.05 1.00 212.10

2 32.68 1.00 65.36

2 32.24 1.00 64.48

4 80.37 1.50 482.19

4 106.05 1.50 636.30


2 106.05 1.50 318.15

For beams & Columns

Columns

Column G.F 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

9 of 15



Item

NoDescription


10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

First Floor 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Second Floor 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Third Floor 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Stair case columns 7 0.92 2.15 13.85

2 2.40 2.15 10.32

Beams

B1 4 80.37 1.56 501.48

B2 4 2,248.16 1.56 14,028.52

B2A 4 300.00 1.56 1,872.00

B3 4 116.81 1.56 728.89

B4 4 106.01 1.56 661.50

B5 4 69.68 1.56 434.77

B6 4 151.66 0.86 521.71

B7 4 9,765.27 0.86 33,592.52

Ramp Beams

RB1 1 176.39 0.70 123.47

RB2 1 144.32 0.50 72.16

RB3 1 215.50 1.40 301.70

RB4 1 215.50 0.90 193.95

Stair case beam

SB1 1 20.30 0.30 6.09

Steps 1 109.80 0.40 43.92

Lift Room Beam

MRB1 4 7.08 0.60 16.99

MRB2 4 8.41 0.90 30.28

MRB3 4 3.83 0.80 12.26

MRB4 4 8.41 1.60 53.82

For lift room upper roof

beam (2.5m above IIIrd

floor)

LRB1 1 43.21 0.45 19.44

Ramp Slab

1 38.44 5.35 205.46

1 43.53 5.35 232.69

1 38.35 5.35 204.98

1 32.49 5.35 173.66

1 38.35 5.35 204.98

10 of 15



Item

NoDescription


1 38.35 5.35 204.98

Stair case Slab 1 26.50 1.50 39.75

Landing Slab 18 1.70 1.00 30.60

Total 65,236.00

1.12 13.37.1

CPWD

Two coats of cement

paint(white) for ceiling Sqm 32,134.00

32,134.00

Total 32,134.00

1.13

11.9.5

CPWD

40mm thick marble chip

flooring 8,566.00

1 80.60 106.28 8,565.64

PCC 1:2:4 Flooring Cum 821.00

1 80.60 106.28 0.10 856.56

Deduction for plinth Beams

2 80.60 0.25 0.10 (4.03)

12 106.05 0.25 0.10 (31.82)

Total 821.00

Chequers of approved

pattern on floors Sqm 8,207.00

1 80.60 106.28 8,565.64

2 80.60 0.25 (40.30)

12 106.05 0.25 (318.15)

Total 8,207.00

1.14 16.64

CPWD

40 mm brick Aggregates

below 1:2:4 pcc Flooring

Sqm 8,208.00

1 80.60 106.28 8,565.64

-

2 80.60 0.25 (40.30)

12 106.05 0.25 (318.15)

Total 8,208.00

1.15

12.15

CPWD

Painting with bitumen on

terrace Sqm 8,480.00

1 80.14 105.82 8,479.89

Total 8,480.00

1.16

5.9.13

CPWD

Shuttering of parapet wall

4,333.00

Entry ramp parapet 4 32.83 1.00 131.30

Exit ramp parapet 4 42.63 1.00 170.50

First Floor 4 80.37 1.00 321.46

4 106.05 1.00 424.20

2 72.99 1.00 145.97

2 93.79 1.00 187.58

4 32.68 1.00 130.72

4 32.24 1.00 128.96

Second Floor -

4 80.37 1.00 321.46

4 106.05 1.00 424.20

2 72.99 1.00 145.97

2 93.79 1.00 187.58

4 32.68 1.00 130.72

4 32.24 1.00 128.96

Third Floor -

4 80.37 1.00 321.46

4 106.05 1.00 424.20

2 72.99 1.00 145.97

2 93.79 1.00 187.58

4 32.68 1.00 130.72

4 32.24 1.00 128.96

4 0.20 1.00 0.80

Deduction for plinth Beams

11 of 15



Item

NoDescription


4 0.20 1.00 0.80

4 0.20 1.00 0.80

4 0.20 1.00 0.80

2 0.20 1.00 0.40

2 0.20 1.00 0.40

4 0.20 1.00 0.80

4 0.20 1.00 0.80

4 0.20 1.00 0.80

4 0.20 1.00 0.80

2 0.20 1.00 0.40

2 0.20 1.00 0.40

4 0.20 1.00 0.80

4 0.20 1.00 0.80

4 0.20 1.00 0.80

4 0.20 1.00 0.80

2 0.20 1.00 0.40

2 0.20 1.00 0.40

4 0.20 1.00 0.80

4 0.20 1.00 0.80

Total 4,333.00

1.17

5.8

CPWD Parapet Wall RCC M30 432.00

Entry ramp parapet 2 32.83 0.20 1.00 13.13

Exit ramp parapet 2 42.63 0.20 1.00 17.05

First Floor -

2 80.37 0.20 1.00 32.15

2 106.05 0.20 1.00 42.42

1 72.99 0.20 1.00 14.60

1 93.79 0.20 1.00 18.76



Second Floor -

2 80.37 0.20 1.00 32.15

2 106.05 0.20 1.00 42.42

1 72.99 0.20 1.00 14.60

1 93.79 0.20 1.00 18.76



Third Floor

2 80.37 0.20 1.00 32.15

2 106.05 0.20 1.00 42.42

1 72.99 0.20 1.00 14.60

1 93.79 0.20 1.00 18.76



432.00

12 of 15



Item

NoDescription


Shuttering Works

1.19

5.9.1

CPWD

For Foundation

4,063.00

RAFT FOUNDATION

1 45.77 0.70 32.04

9 12.60 1.34 151.96

7 12.60 1.34 118.19

5 12.60 1.40 88.20

9 8.20 0.66 48.71

1 10.40 0.94 9.78

10 13.00 1.30 169.00

38 22.80 2.60 2,252.64

2 18.20 2.20 80.08

10 22.80 2.60 592.80

2 11.40 0.87 19.84

8 21.00 0.55 92.40

2 23.50 0.55 25.85

1 37.00 1.00 37.00

4 29.00 1.00 116.00

2 29.00 0.70 40.60

6 26.40 0.90 142.56

2 24.00 0.90 43.20

1 4.20 0.30 1.26

Total 4,063.00

1.20

5.9.6

CPWD

For Columns & struts

5,714.00

2 4.00 0.75 6.00

2 3.60 0.75 5.40

6 2.12 0.75 9.54

9 3.50 0.75 23.63

7 3.40 0.75 17.85

5 3.00 0.75 11.25

9 2.90 0.75 19.58

1 3.10 0.75 2.33

10 3.80 0.75 28.50

38 4.40 0.75 125.40

2 5.34 0.75 8.01

10 5.14 0.75 38.55

2 3.64 0.75 5.46

1 2.80 0.35 0.98

2 2.80 1.20 6.72

2 2.40 1.20 5.76

9 2.30 0.66 13.66

7 2.20 0.66 10.16

5 1.80 0.60 5.40

9 1.70 1.34 20.50

1 1.90 1.06 2.01

10 2.60 0.70 18.20

4 1.90 0.15 1.14

20 2.80 0.55 30.80

4 1.70 1.03 7.00

8 2.30 0.15 2.76

8 3.20 0.15 3.84

4 1.90 0.15 1.14

4 2.80 0.15 1.68

2 3.20 0.15 0.96

2 2.20 0.15 0.66

4 3.20 0.15 1.92

4 2.20 0.15 1.32

4 1.90 0.15 1.14

4 2.80 0.15 1.68

12 3.20 0.15 5.76

4 2.20 0.15 1.32

13 of 15



Item

NoDescription


Column G.F 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

First Floor - - -

7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Second Floor 7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Third Floor

7 0.92 2.80 18.03

2 2.40 2.80 13.44

17 2.30 2.80 109.48

5 1.80 2.80 25.20

13 1.70 2.80 61.88

13 1.90 2.80 69.16

10 2.60 2.80 72.80

68 3.20 2.80 609.28

13 2.20 2.80 80.08

32 2.80 2.80 250.88

Stair case columns -

-

7 0.92 2.15 13.85

2 2.40 2.15 10.32

Total 5,714.00

1.21

5.9.3

CPWD

For Slabs

32,367.00

1 75.02 106.05 7,955.87

1 5.35 8.36 44.69

1 5.35 10.81 57.78

1 5.35 11.33 60.55

1 362.14 0.12 43.46

deduction for lift room 1 8.41 3.60 (30.23)

Total 8,132.12


on grid 1'-2 & G'-L 1 5.35 41.32 (220.87)

1 3.70 1.77 6.55

1 8.41 3.60 30.23

Landing Slab 9 1.70 1.00 15.30

9 5.40 0.15 7.29

32,367.00

1.22

5.9.5

CPWD

For Beams

52,948.00

B1 1 80.37 1.96 157.52

B2 1 2,248.16 2.36 5,305.66

B3 1 116.81 1.86 217.27

14 of 15



Item

NoDescription


B4 1 106.01 1.91 202.48

B5 1 69.68 1.91 133.08

B6 1 151.66 1.11 168.34

B7 1 9,765.27 1.11 10,839.45

MRB1 1 7.08 0.83 5.88

MRB2 1 8.41 1.13 9.50

MRB3 1 3.83 1.03 3.94

MRB4 1 8.41 1.90 15.98

Total 17,059.09

LRB1 1 43.21 0.68 29.38

Plinth Beam 1 1,433.79 1.20 1,720.55

28 0.25 0.60 4.20

Raft beam 2 14.51 0.30 8.71

2 8.38 0.30 5.03

1 8.38 0.30 2.51

Total for three floors 52,948.00

1.23

5.9.7

CPWD For ramp Slab 1,394.00

1 38.44 5.35 205.46

1 43.53 5.35 232.69

1 38.35 5.35 204.98

1 32.49 5.35 173.66

1 38.35 5.35 204.98

1 38.35 5.35 204.98

2 229.51 0.20 91.80

Stair case

1 26.50 1.50 39.75

1 53.00 0.15 7.95

SB1 1 20.30 0.55 11.17

Steps 72 1.50 0.15 16.20

Total 1,394.00

1.245.27

CPWD Expansion Joint

per cm

depth 15.43

total length for three floors 2 80.37 per cm 642.92

Total width 15.43

per 100m

1.25

5.29.1.1

CPWD Sheet covering 642.92

2 80.37 642.92

1.26

16.59.2

CPWD Sign boards Sqm 14.04

10 0.35 14.04

15 of 15

#8, Second Floor, 80 Feet Road,

RT Nagar Bangalore Karnataka - 560 032. India

w +91.80. 3918.7500 f +91.80. 2363.4097

www.WilburSmith.com

NCR Planning Board



FINAL REPORT

Volume V-D2: DPR for Multi-level Parking Facility at

Ghaziabad

Economic & Financial Analysis

July 2010

i

Abbreviations

ADB : Asian Development Bank

BOQ : Bill of Quantity

CAA : Constitutional Amendment Act

CAGR : Compound Annual Growth Rate

CDP : city development plan

CF : Conversion Factor

CNCR : Central National Capital Region

CPHEEO : Central Public Health and Environmental Engineering Organization

DSC : Design Supervision Consultant

EA, : Executing Agency

EIRR : economic internal rate of return

ENPV : economic net present value

EOCC : Economic Opportunity Cost of Capital

FY : Financial Year

FYP : Five Year Plan

GDA Ghaziabad Development Authority

GNN Ghaziabad Nagar Nigam

GoI : Government of India

GoUP : Government of Uttar Pradesh

HHs : Households

HN : Hapur Nagar Plalika

HPDA : Hapur Pilkhua Development Authority

HUDCO : Housing and Urban Development Corporation

IA : Implementing Agency

IEC : Information, Education & Communication activities

JNNURM : Jawaharlal Nehru Urban Renewal Mission

LA : Land Acquisition

LPCD : Litres Per Capita per Day

MDG : Millennium Development Goals

NCR : National Capital Region

NCRPB, : National Capital Region Planning Board

NCT : National Capital Teritory

NH : National Highway

O&M : Operation and Maintenance

OR : operating ratio

PDA : Patiala Urban Planning & Development Authority

PIU : Project Implementation Unit

Rs. : Indian Rupee

SCF : Standard Conversion Factor

SFC : State Finance Commission

SWM : Solid Waste Management

TPI : Third Party Inspection

UGD : Under Ground Drainage

ULB : urban local bodies

UP : Uttar Pradesh

ii

Contents

1. ECONOMIC ANALYSIS......................................................................................................... 1 A. Review of Macroeconomic Context ........................................................................................... 1

1. City / Town Profile ................................................................................................................................... 1 2. Economic Policy ....................................................................................................................................... 2

B. Review of Sector Context ........................................................................................................... 4 1. Present Status ........................................................................................................................................... 4

C. Justification for Government Intervention to Sector ................................................................... 5 D. Demand Analysis ........................................................................................................................ 6

1. Existing Transport System in Ghaziabad City ......................................................................................... 7 2. Effective Demand for Urban Transport ................................................................................................... 9

E. Identification of Project Rationale ............................................................................................ 10 F. Identification of Project Alternatives ........................................................................................ 10 G. Identification and Comparison of Project Costs and Benefits .................................................. 11

1. Economic Cost ........................................................................................................................................ 11 2. Project Benefits ...................................................................................................................................... 11

H. Economic Feasibility Analysis .................................................................................................. 13 1. Analysis Period....................................................................................................................................... 13 2. Economic Feasibility Criteria ................................................................................................................ 13 3. Economic Opportunity Cost of Capital (EOCC). .................................................................................. 13

I. Sensitivity Analysis .................................................................................................................. 14 J. Conclusion ................................................................................................................................ 15

2. FINANCIAL MANAGEMENT AND ANALYSIS OF PROJECTS .................................. 16 A. Introduction ............................................................................................................................... 16 B. Financial Management Assessment .......................................................................................... 17

1. Policy Context ........................................................................................................................................ 17 2. National Capital Region Planning Board (NCRPB) ............................................................................. 20 3. Ghaziabad Nagar Nigam ....................................................................................................................... 21 4. Private Sector Participation .................................................................................................................. 23 5. User Charges .......................................................................................................................................... 23 6. Financing Plan ....................................................................................................................................... 24 7. Operation and Maintenance: ................................................................................................................. 24 8. Cost Recovery ......................................................................................................................................... 24 9. Disbursement Procedures and Fund-Flow Mechanisms ...................................................................... 25 10. Accounting Policy .............................................................................................................................. 25 11. Financial Regulations ........................................................................................................................ 26

C. Financial Analysis ..................................................................................................................... 27 1. Present Financial Condition .................................................................................................................. 27 2. Cost Recovery and Profitability ............................................................................................................. 32 3. Financial Projections with Multi-storied Parking Project Impact: ...................................................... 33 4. Financial Improvement Action Plan ...................................................................................................... 35 5. Cost Benefit Analysis .............................................................................................................................. 36

D. Financial Analysis of Subprojects ............................................................................................. 37 1. Risk Analysis ........................................................................................................................................... 38 2. Conclusion .............................................................................................................................................. 38

iii

Tables

Table 1-1: Summary of Journey Speed Data .......................................................................................... 9 Table 1-2: Sensitivity Analysis for Multi-level Parking Subproject (EIRR) ....................................... 14 Table 2-1: SFC Recommendations on Tax Sharing – Uttar Pradesh ................................................... 18 Table 2-2: Tenth Plan Allocation for Urban Development in Uttar Pradesh ....................................... 20 Table 2-3: Major head summary for the Budget Year 2009-2010 for Urban Development, Uttar

Pradesh (Rs. Thousands) ............................................................................................................... 20 Table 2-4: Institutions and Their Functions ......................................................................................... 22 Table 2-5: Proposed user Fee for Parking Facilities ............................................................................ 24 Table 2-6: Estimation of Revenue from Commercial Space - Multistoried Parking ........................... 25 Table 2-7: GNN Revenue Expenditure Account .................................................................................. 28 Table 2-8: Details of Per Capita Revenue Income and Expenditure – Ghaziabad Nagar Nigam ........ 31 Table 2-9: Details of Estimated Parking User Charges Requirement- Ghaziabad City ....................... 35 Table 2-10: Estimation of Revenue from Commercial Space - Multistoried Parking ......................... 35 Table 2-11: Financial Improvement Action Plan ................................................................................. 36 Table 2-12: Weighted Average Cost of Capital (%) - Uttar Pradesh & Haryana ................................ 36 Table 2-13: Project Capital Cost - Rs Million ...................................................................................... 37 Table 2-14: Sensitivity Analysis Results .............................................................................................. 38

Appendices

Appendix 1-1: Economic Cost

Appendix 1-2: Valuing Economic Benefits – Parking Project

Appendix 1-3: Economic Cost-Benefit Analysis of Parking Project Component – Ghaziabad City

Appendix 2-1: The Constitution (Seventy-Fourth Amendment) Act, 1992

Appendix 2-2: NCRPB Income & Expenditure Account

Appendix 2-3: Impact of 73rd & 74th Amendments on ULBs in Uttar Pradesh

Appendix 2-4: Municipal Financial Performance – Ghaziabad Nagar Nigam

Appendix 2-5:

Projection of GNN Accounts & Project Cash Flows

WSA_NCRPB_FR GZB MLP (15 Jul 10)

1

1. ECONOMIC ANALYSIS

A. Review of Macroeconomic Context

1. City / Town Profile

1. Ghaziabad is one of the most important cities of UP sub-region of NCR and can easily be

termed as Gateway of UP. It is located at about 22 kms. from NCT Delhi and is an

important industrial and trading center in Delhi Metropolitan Area(DMA). The City is

spread and developed on both the sides of River Hindan, an important tributary of River

Yamuna. The city is bounded by the NCT Delhi in the west and NOIDA in south. This is

an important town of U.P due to rapid growth of industrial, commercial activities

2. The status of Ghaziabad was upgraded from Municipal Board to Municipal Corporation,

known as Ghaziabad Nagar Nigam (GNN) on 31 August 1994 following 74th constitution

Amendment Act 1992 and conformity legislation by state government. The Municipal

administration has been decentralized in five zones and 80 administrative wards

3. Area of Ghaziabad Nagar Nigam (GNN) was confined to the core area of the city i.e. only

63.94 sq km till 1991 with population of 5, 11,759 but by 2001, area increased to 171.43

sq km with census population as 9, 68,521.

4. The city is growing at a very high pace and the population base has increased from 0.5 to

1.0 million during 1991-2001. During the last twenty years the population concentration

has been on the periphery of the municipal board boundary. The city is growing spatially.

Private developers promoted by Public – Private Partnership policy (PPP) are now

supporting the urban development. The quality and quantity of housing is improving and

reflecting the contribution of the private sector. Estimated population of GNN and GDA

in 2041 is 4.4 million and 6.1 million respectively.

5. Major Economic Activity. The economy of the town has been bi-functional – industries

cum services since 1971. Industries form an important component of the economic base

of the city. Ghaziabad is one of the largest industrial cities, next to Kanpur, in Uttar

Pradesh. It is also an important centre for trade and commerce in western UP sub-region.

Various products and equipments are supplied to the regional, national and international

markets. The workforce participation rate and percentage workers in secondary sector are

marginally declining but the size of work force in the city has maintained its increasing

trend.

6. A number of famous major industries like Bharat Electronics Limited (a public sector unit

of Central Government), UPTRON (a public sector unit of Uttar Pradesh Government),

Dabur, Mohan Meakins, Gagan Vanaspati, Sri Ram Piston, Bhushan Steel and Weston

Television are located in Ghaziabad. Sahaibabad industrial area and commercial activities

are concentrated in the western part of the town. According to the statistics of the District


2

Industrial Centre, 106 units of medium and large industries employed 24,595 workers in

2001.

7. Number of small and medium industrial units was 13,720 in 2000 with 71,245 workers

increased to 15,848 in 2002 with 87,832 workers. The main reason behind increase in

small and medium industrial units in Ghaziabad is due to recent Hon’ble Supreme Court

Order for shifting of polluting industries from NCT Delhi.

8. It is an important city in NCR area, which is being developed to decongest National

Capital Delhi by improving infrastructure in NCR towns with the aim of shifting some of

the offices and establishments of Government of India. With all the required facilities and

proximity to Delhi, Ghaziabad has became one of the fast developing city in NCR.

9. Ghaziabad Development Authority (GDA) in coordination with the National Capital

Region Planning Board (NCRPB) is responsible for the planned development of

Ghaziabad city. As per the Master Plan of Ghaziabad, 2021 the total development area of

Ghaziabad is 8455 hectares, of which 4670 hectares is under residential use constituting

55.03per cent of the developed land. This is followed by industrial use (20.16per cent) and

6.13 per cent use under the roads, bus stands. The master plan proposes land use plan for

the city with the intention of achieving balanced distribution of various land uses.

10. The NCR Regional Plan was approved on 9th July 2005. It is proposed that solid waste

disposal and management should be planned for a minimum 20 years and at least

controlled tipping should be adopted in the disposal of the solid waste. Areas should be

identified in all the towns for sanitary landfill and all the towns above one lakh population

should have arrangements to properly manage the waste disposal.

2. Economic Policy

11. Implication on Town’s growth. The Millennium Development Goals (MDGs) (Goal No.7)

enjoin upon the signatory nations requiring them “to halving the proportion of people

without sustainable access to safe drinking water and basic sanitation by 2015’’ and 100

percent access by 2025. This implies extending coverage to households which are

presently without improved sanitation, and providing proper sanitation facilities in public

places to make cities open-defecation free

12. National Urban Sanitation Policy. Based on the recommendations of National Urban

Sanitation Task Force in 2005, a National Urban Sanitation Policy has been approved by

the Government of India in October 2008. The vision of the policy is that all Indian cities

and towns become totally sanitized, healthy and livable and ensure and sustain good public

health and environmental outcomes for all their citizens with a special focus on hygienic

and affordable sanitation facilities for the urban poor and women with the following goals:

• Awareness Generation and Behavioral Change:

• Open Defecation Free Cities:


3

• Integrated City Wide Sanitation.

• Sanitary and Safe Disposal: the environment

• Proper Operation and Maintenance of all Sanitary Installations:

13. Eleventh Five Year Plan of GoI with the support of states including UP have identified

action program to achieve 100 per cent population coverage for sewerage, sewage

treatment and low cost sanitation facilities in urban areas.

14. National Urban Transport Policy. Ministry of Urban Development, Government of India, has

announced the much needed National Urban Transport Policy in 2008. The vision of the policy

is that to make our cities the most livable in the world and enable them to become the “engines

of economic growth” that power India’s development in the 21st century and to allow our

cities to evolve into an urban form that is best suited for the unique geography of their

locations and is best placed to support the main social and economic activities that take place

in the city. Major strategies of the policy include:

• Integrating land use and transport planning

• Equitable allocation of road space

• Priority to the use of public transport

• Quality and pricing of Public Transport

• Technologies for Public Transport

• Integrated public transport systems

• Priority to non-motorized transport

• Parking

• Freight traffic

• Capacity building

• Use of cleaner technologies

• Innovative financing mechanisms using land as a resource

• Association of the private sector

15. The NCR Regional Plan 2021 defined Central NCR (CNCR) and area of NCR except

CNCR i.e. outside CNCR and proposed 7 metro centres and 11 regional centres.

Ghaziabad city (including Loni) has been proposed as a major metro centre within CNCR

and population estimated is as follows: 1.9 million in 2011 and 30.19 million in (2021)

16. Ghaziabad Development Authority (GDA) is developing residential sectors with private

sector participation along the highway corridors which will attract more related activities

and will fasten the town growth.

17. Density norms suggested for residential purpose had increased to 200 persons per hectare

in Regional Plan-2021 from 150 persons per hectare from earlier Plan. This will increase

the residential density in the city in coming years.

18. Construction of expressways and four laning of the NH24 and NH 58 connecting


4

Ghaziabad had attracted major educational, institutional, tourism and industrial activities.

These together will have more pressure on Ghaziabad and subsequently for urban civic

infrastructure including solid waste management.

B. Review of Sector Context

1. Present Status

19. The important national Highways passing through the Ghaziabad city are NH-58 which

goes to Merrut, NH-24 which goes to Hapur and NH-91 which goes to Sikandrabad.

Along with these highways, there is Hapur bypass passing through Ghaziabad connecting

Madan Mohan Malviya marg and NH 91. The Y junction on NH 24 connecting NH 58

(near Mahamaya sports stadium) has become the most critical intersection in the city. The

modal distribution of traffic at this junction is a mix of all types of vehicles with

HTV/commercial vehicles more during night and early morning hours. The GT road

carries large volume of traffic to an extent that it has exceeded its capacity by 50-60%.

20. Ghaziabad is connected with the city bus service, shared auto service which constitutes a

major portion of the transport along with cycle carts and private vehicles. The city being

an industrial area, a large number of truck traffic can be observed all over the city.

21. Rapid urbanization has lead to a sharp increase in travel demand. While the road layout in

the city is well-planned, efforts to improve the condition of non-arterial roads should

continue. Presently the mass transport within and around or from Delhi to Ghaziabad is

mainly handled by bus and private owned transport. However, owing to the limited

accessibility and congestion, there is a large increase in personalized modes of transport

and IPT modes like auto rickshaw in Ghaziabad.

22. Existing Inadequacy Level. Despite the increasing importance of the town in the economic

growth of the national capital region, the urban infrastructure is not adequate. Existing

transport system in the city is observed with many deficiencies which include the

following major ones:

• Inadequate and poor condition of internal roads

• Virtually non-existent intra-city public transport.

• Mofussil Bus Stand with inadequate facilities

• Inadequate pedestrian facilities

• Inadequate parking facilities resulting in haphazard on-street parking

• Absence of Truck Terminal parking areas.

• Inadequate facilities for non-motorized modes of transport

23. Urban transport infrastructure in Ghaziabad, like other cities, is handled by multiple

agencies including GNN. State PWD, Ministry of Road Transport & Highways,

Government of India, UP State Road Transport Corporation, Ghaziabad Development


5

Authority, traffic Police are the other major agencies involved in planning and

implementation of transport infrastructure in the city along with the private operators.

Lack of coordination among these agencies to address the city transport problems is the

major issue in the sector.

24. GNN is responsible for development and maintenance of urban roads and other related

issues like parking, goods traffic facilities, pedestrian facilities, traffic signals etc. Majority

of the existing urban transport problems identified earlier were attributed to the urban

roads under GNN and this may be due to inadequate provisions for this sector.

Unfortunately the available data from GNN could not explain the present expenditure level

for the development and maintenance of these urban roads.

25. Therefore, the inadequacy in provision of transport is likely to be the major constraint to

the potential economic growth in the National Capital Region. Reduction of disparities

through targeting less developed areas was a core element of the Government of India’s

10th Five Year Plan (2002-2007). The objective of the 11th Five Year Plan is ‘faster and

more inclusive growth,’ citing the issues on inequitable share of growth, which was seen

as increasing disparities among states, and regions within states, between urban and rural

areas, and between various sections of the community. In order to realize the Five Year

Plans, investment into transport sector in Ghaziabad city is necessary.

C. Justification for Government Intervention to Sector

26. The basic urban services include water supply, sewerage, drainage, transport and solid

waste management (SWM). All of them are the mandatory functions of urban local bodies

(ULB) under the 74th Constitutional Amendment Act (CAA). Unfortunately, immediate

transfer of functions from the states to ULB is highly impractical due to the inadequate

technical and financial strength of the ULB. Consequently, many of the state governments

take initiative on capital investment and operation of water supply and sewerage while

delegating SWM to ULB, which require less technical and financial strength than water

supply and sewerage. In some states, the state governments take initiative on capital

investment on water supply and sewerage projects and on completion of the construction

they will be handed over to the ULBs for operation and maintenance, similar to UP. In UP,

generally UP Jal Nigam will develop the sewage/SWM project and will hand over to ULB

for O&M and this will be applicable to Ghaziabad SWM scheme also. In transport, ULBs

will look after the internal road network and related issues through outsourcing and the

major arterial roads will be the responsibility of technically equipped state PWD or central

government agencies. Also the transport related infrastructure like off-street parking

facilities, terminals for buses and goods vehicles etc are the responsibilities by ULBs.

27. In addition to being a constitutional obligation, provision of these services has economic

rationales for government intervention for the following reasons: (i) many of the services

(especially wastewater treatment, drainage, urban roads and solid waste management) are

natural monopolies unsuited to unregulated private investment, and hence justify

government intervention at least in regulation; (ii) environmental sanitation improvement

(a) protects a public good such as a hygienic environment, and (b) prevents a negative


6

situation arising from pollution; and (iii) poverty alleviation programs minimize the

inefficiency in economic growth in the urban areas. The economic rationale for

government intervention is therefore sound.

D. Demand Analysis

28. Service delivery in not commensurate with existing traffic scenario in Ghaziabad and the

strategy adopted for selection of urban transport and roads improvement sub-projects was

to improve accessibility in Program towns so that residents would have better access to

economic and social activities. Sub-projects identified would increase the supply of

effective road space by removing impedances to traffic flow including road side drains,

road strengthening, road widening, grade separators (flyovers), bus terminals, parking

facilities and Road over Bridges (ROB) to provide better and uninterrupted connectivity.

29. Present sub-project component in Ghaziabad City considered for the present report

comprises construction of a multi-storied parking facility. The unprecedented growth of

personalized vehicles and the unplanned road infrastructure have made the provision for

parking an important aspect of transportation planning. The frontage of almost all the

roads in the CBD area (around GDA and Nagar Nigam) has been converted into


As there is no planned parking space available, vehicles can be seen parked an all the

roads resulting in reducing the capacity of the carriageways and endangering pedestrians

and motorists alike. The increased demand for vehicular parking around GDA and Nagar

Nigam area necessitates the construction of a Multilevel Parking facility in that area.

30. This proposed project location is one of the critical locations that carry a high volume of

on-street parking demand creating traffic related problems in that area. The location

specific parking study conducted on this location also confirmed the heavy parking

demand. The study has mandated a multi-storied parking facility to be built at this

location. Since, the local officials also feel that a multi-storied parking facility is required

at this location on a priority basis; this project is selected from the Transport Master Plan

prepared for preparing Detailed Project Report (DPR).

31. Based on the intersection volume count survey conducted in December 2008, about 28,000

vehicles were found using this intersection on an average daily subjecting to more delay

due to frequent congestion and this is likely to aggravate further in future. Construction of

a flyover with related improvements like pedestrian facilities and other traffic safety

measures will benefit 28,000 vehicles daily which is further to increase at about 5 – 6 %

every year. Benefits to these vehicles include i) reduced vehicle operation cost, ii) reduced

delay time, iii) reduced in traffic accidents and iv) improvement to environment. Data

sources considered were primary road inventory and traffic surveys carried out as part of

the Program preparation, and available secondary data on the road network and previous

traffic surveys.

32. Proposed DPR is selected from the recommendations were made at Master plan in the

following stages.


7

• Based on a comprehensive investigation of existing scenario and estimation of future

requirements a transport master plan was prepared that had outlined the required

transport infrastructure requirements to meet short, medium and long term traffic

demand in Ghaziabad City.

• As per the requirement of this study the present requirement is to identify four sample

projects emerging out of the master plan proposals to be taken up for DPR. The four

improvement proposals considered are:

o A grade separator

o Road widening on a corridor stretch

o A multi-level parking facility

o A bus terminal

• The medium / long term proposals emerged out of the study were presented to the

officials of NCR in Delhi, NCR cell in Ghaziabad, Ghaziabad Nagar Nigam,

Ghaziabad Development Authority and others. The proposals to be taken up for DPR

were extensively discussed between the Consultants and these officials. The schemes

that are essential for the current scenario of Ghaziabad were finally identified by

GDA and NCR.

33. The proposed grade separator at Mohan Nagar (Patel Chowk) was thus identified and

selected for DPR preparation. Design parameters considered to the project design are

listed below.

• The guidelines of Indian Road Congress (IRC) appropriate to intersection

improvements, urban roads capacity evaluation, construction of grade separators etc.

• As part of planning, design and project formulation process, the basic design

parameters have been followed to suit the projected road capacity and the intersection

flow particularly to accommodate the peak hour flow.

1. Existing Transport System in Ghaziabad City

34. Master Plan Report (MPR) of Ghaziabad Transport was prepared in April 2009 with the

objective to design a suitable integrated urban transport infrastructure system, by assessing

the resource requirement for next 20 years and suggesting suitable measures for

improvement of system.

35. Based on discussions with the stakeholders including different government agencies,

detailed reconnaissance survey, review of available secondary data and finally

scientifically planned primary traffic surveys, the existing traffic problems in the city and

its environment was assessed.

36. Primary traffic surveys carried out for assessment include:

• Road network inventory

• Screen line traffic counts


8

• Intersection Classified Volume Counts

• Roadside Interview Surveys

• Speed and delayed surveys

• Parking surveys

• Pedestrian Crossing Count Surveys

37. Transport system deficiencies observed in general in Ghaziabad city include:

• Inadequacy of roadways

• Absence of intra-city public transport:

• Inadequate pedestrian facilities

• Deficient Junctions:

• Lack of Traffic Control Devices

• Improper location of Bus Stops

• Loading and unloading of goods at unauthorized places, obstructing the traffic and

pedestrians alike

• Absence of Truck Terminal

• Inadequate facilities for non-motorized modes of transport

• Intermixing of Regional and local traffic:

38. Projected traffic at major corridors and intersections indicate that the existing traffic

system in the city will experience severe congestion and that will result in speed reduction

drastically and will affect the service delivery considerably. This underlines the need for

improvement intervention in the system considerably.

39. Of the 15 intersections where turning volume count survey was done, eight intersections

have peak hour traffic of more than 5000 PCUs (Passenger Car Unit) and this indicates

most of the intersections in the city require improvement intervention to meet the present

and the fast growing future turning traffic.

40. Results of the Road Side Interview Survey conducted at three locations on NH24, NH58

and NH91 indicated that:

• daily trips are more with 41% followed by alternate days and weekly trips with about

25% and 14% respectively.

• trips are for business purpose averaging about 43% comparing with 23% of work,

18% social and recreation, 8% tourism, 7% of education and 19% other trips

respectively.

41. Average journey speed observed from the major roads is indicated below


9

Table 1-1: Summary of Journey Speed Data

NH 24 NH 58 NH 91 Hapur

Bypass

Loni

Bhopura

Ambedkar

Marg

Average JS - peak Hour 41 38 41 20 27 23

Average JS - Off Peak

Hour

58 41 59 25 45 36

JS - Journey Speed in kmph

42. Results of parking survey conducted at four critical locations in the city had indicated that

the available parking space is less than the actual demand. It can be seen that near GDA

complex, the demand is in excess of the available supply considerably. With regard to

parking duration, about 80% of the vehicles were parked for less than 30 minutes and this

indicates high parking turn out. Another 21% of vehicles were parked more than 30

minutes but less than three hours.

43. Results of the Base Line Survey conducted in Ghaziabad city in 2008 revealed the

following opinions about the existing transport infrastructure services:

• 20% of the non-slum households and 47% percent of slum households were not

satisfied about the road conditions;

• 30% of the non-slum households and about 20% percent of slum households were not

satisfied about the services of street lights;

• 77% of the non-slum households and 65% percent of slum households feel that there

is no proper drainage facilities along the roads;

• 75% of the non-slum households and 94% percent of slum households were not

satisfied about the available vehicular parking facilities;

• 78% of the non-slum households and 84% percent of slum households felt that there

is no adequate parking space for commercial vehicles;

2. Effective Demand for Urban Transport

44. The socio-economic baseline survey1 was aimed at understanding the perception of the

public towards the existing urban civic infrastructure and their service levels including

their opinion towards the improvement of these services and their willingness to pay for

assessing the ‘effective demand’. Though this survey had covered the ‘willingness to pay’

aspect, it was not given specific focus so as to amend the results to statistical framework.

45. The Base line Survey results had indicated that:

• nearly 43 percent non-slum household spends between Rs 1000 and above and Rs

2000 per month as fuel and vehicle maintenance. More than 47.2 percent slum

household spends less than Rs.200.Another 33 percent non-slum household spends

1 conducted as part of the present project (2008) in Ghaziabad City (with 0.5% sample size with stratified

sampling approach giving representation to all administrative wards and all notified slums)


10

between Rs.200 to 1000 per month as fuel and vehicle maintenance.

• More than 90 percent of non-slum household spend between Rs.500-1,000 per month

to go to their respective work place. In case of slum, more than 65 percent household

spend more than an hour to reach to their work place with a monthly expenditure

ranges between Rs.100-500.

• Nearly 51 percent non-slum and 30.5 percent slum households are willing to pay upto

Rs. 5 per hours for 2-wheeler parking.

• Better frequencies, better comfort and better coverage are the type of improvements

commuters expect from the public transport system;

• Around 98 percent non-slum and cent percent slum households are willing to pay

more than 5-10 percent if the frequencies of service level of public transport improve.

For better comfort and coverage of services the same trend is prevalent.

46. These facts discussed above justify the need for the improved transport subprojects in the

city and the proposed subprojects like parking facility, terminals for public transport, grade

separator and improving road corridor backed up by effective demand.

E. Identification of Project Rationale

47. The present transport system has inadequate and less quality infrastructure including

mostly bad road conditions, inadequate parking facilities and pedestrian facilities, not

properly designed intersections, over utilized and congested road sections, inadequate

terminal facilities for public transport, intermediate public transport vehicles and trucks,

inadequate public transport service delivery etc. In general, major transport problems in

the city include:

• Lack of coverage and

• Inefficient functioning of the existing system

48. Also the Transport Master Plan (TMP) prepared for the town has identified deficiencies

and formulated recommendations to be implemented in phased manner that include (i)

short term improvements, (ii) medium and long term improvements that include integrate

terminals for public transport and trucks, improvement to identified critical intersections

through grade separators etc, capacity augmentation to arterials roads through widening,

dedicated multi storied parking facilities, development of new road links etc., to meet the

requirements of horizon year demand.. Thus the main project rationale lies for the

rehabilitation of the Transport system for Ghaziabad city in filling the demand – supply

gap resulted from and the present subproject of construction of a multi-storied vehicular

parking facility is selected from the Transport Master Plan in consultation with the stake

holders of concerned Government Departments and agencies Ghaziabad City.

F. Identification of Project Alternatives

49. For the selected subproject of multi-storied vehicular parking facility (near GDA Office)


11

for which detailed project report is prepared, alternative designs were assessed on three

aspects, namely, cost-effectiveness, operation and maintenance capacity of the states

governments and ULB, and safety to beneficiaries. The proposed design of the project

incorporates that (i) service coverage to the full GNN area, (ii) selected optimum network

with least cost options including equipments and material (iii) decision on rehabilitation of

the existing system (iv) selection of new terminal sites with reference to Ghaziabad

Development / Master Plan proposals (v) selected technologies meet geographical

restrictions and can be operated and maintained by the asset owners with minor training,

and (vii) materials and equipments are locally available and incur least cost during

construction and maintenance, but are internationally accepted as health hazard free. These

Assessments are discussed in the design section of this DPR.

G. Identification and Comparison of Project Costs and Benefits

1. Economic Cost

50. From the cost estimate discussed in Section of this report, the ‘base’ project financial cost

is estimated to Rs. 348 million. Considering the contingency and allowances of additional

12% (Physical contingency (3%), DSC + Third Party Inspection (TPI) - 3%, IEC activities

1%, o Incremental Administration (PIU) – 2%, Environmental mitigation 1%, Social

intervention 1%, and Institutional development and capacity building activities1%), the

total project financial cost was worked out to Rs 435 million and this is phased during the

two year construction period as follows:

• 2011-12 – 40%

• 2012-13 – 60%

51. Considering the standard procedures recommended for economic feasibility analysis, the

above financial cost was converted into economic cost for the analysis. Details of

economic cost analysis are presented in Appendix 1-1.

2. Project Benefits

52. Project beneficiaries will be those travelers for whom accessibility to economic and social

activities will be improved through better road conditions and traffic flows brought about

by the sub-projects. This improvement is achieved by reducing the effort or

inconvenience of travel between the origin of the traveler and the destination offering

these activities.

53. The subproject is in Ghaziabad near the GDA Office which is the main commercial and

institutional area in Ghaziabad city with transport network at present experiencing

tremendous traffic congestion and this is mainly due to the heavy presence of on-street

parking of private and IPT vehicles. The unprecedented growth of personalized vehicles

and the unplanned road infrastructure have made the provision for parking an important

aspect of transportation planning. The frontage of almost all the roads in the CBD area


12

(around GDA and Nagar Nigam) has been converted into commercial land use without

taking into account the demand for parking of the vehicles. As there is no planned parking

space available, vehicles can be seen parked an all the roads resulting in reducing the

capacity of the carriageways and endangering pedestrians and motorists alike. The

increased demand for vehicular parking around GDA and Nagar Nigam area necessitates

the construction of a Multilevel Parking facility in that area.

54. The sub proposal is to construct a multi-storied parking facility so as to reduce the on-

street parking on the project impact roads with free flow and the remaining turning with

less waiting time. Subproject proposals will benefit the vehicular traffic on the impact

roads with less traffic congestion, less traffic conflict at junctions, increase the travel speed

resulting in savings in vehicle operating cost (VOC) and travel time, accommodate the fast

growing vehicular traffic, uninterrupted movement for the major through traffic through

the region, pedestrian safety including reduced road crossing time etc.

55. The economic benefits considered in the present analysis for the multi-storied parking

subproject in transport component in Ghaziabad city include:

(i) Value of Passenger Travel Time Savings on the project impact road Sections

(ii) User charges collected from the parked vehicles, and

(iii) Rental charges collected from the commercial establishments and utilities operated

at the ground floor.

56. Exclusions. The following benefits of transport component for the off-street parking

construction have not been quantified for want of adequate data and quantification techniques.

These qualitative benefits along with the quantifiable benefits discusses above, the proposed

multi-storied parking construction will tend to provide better living condition in the project

town.

(i) Improvement in the environment of the project site;

(ii) Savings in VOC due to the reduction in traffic congestion at the junction;

(iii) Savings in traffic accidents cost due to better traffic management; and

(iv) Effects on tourism and tourist-related businesses.


13

H. Economic Feasibility Analysis

1. Analysis Period

57. The analysis period of the project is taken as 24 years from the base year 2010 for

different sections of the project road as follows:

• Base Year 2010

• Construction period – 2011 to 2012

• Project opened start year – 2013

• End of the analysis period –2032

58. Number of operating years after project improvement, considered for economic analysis –

20 years. Thus, 20 years of operation, in effect, from the operation start of the proposed

project i.e. 2013 have been considered for economic evaluation for the project road.

2. Economic Feasibility Criteria

59. The cost – benefit analysis is carried out by using the discounted cash flow (DCF)

technique to obtain the economic internal rate of return (EIRR) and economic net present

value (ENPV) for the proposed investments and the likely quantified project benefits

linked with the project during the defined project analysis period

3. Economic Opportunity Cost of Capital (EOCC).

60. Given the complexity of estimating country-specific economic opportunity cost of capital

(EOCC), a discount rate of 12% in constant economic prices is generally used as a proxy

for EOCC in the economic analysis of ADB-financed projects. The EIRR must be

compared with the economic opportunity cost of capital, for interpretation purpose of

project feasibility. Results of the analysis are presented in Table 1-2.

Table 1-2: Economic Cost-Benefit Analysis for Multi-level Parking in Ghaziabad

Details Present Value

(Rs. million) a/

Costs

Capital costs

Transport (Multilevel parking) 273

O&M costs

Transport (Multilevel parking) 20

Total costs 293

Benefits

Transport (Multilevel parking)


14

Details Present Value

(Rs. million) a/

- Travel Time Savings 647

- Parking Charges 86

- Commercial Space Revenue 218

Total benefits 952

Economic Return Measures

Net present value (Rs. Million) 658

EIRR (%) 33.86%

a/ In 2009-10 prices. Discounted to 2009-10 at 12% real discount rate.

I. Sensitivity Analysis

61. Sensitivity analysis was carried out to their economic feasibility results for the following

scenarios:

• Capital cost increase by 20%

• O&M costs increased by 20%

• Target beneficiaries reduced by 20%

• Delay in accrual of benefit by 1 year

• Combined adverse condition

62. Results of the sensitivity analysis for the proposed project are summarized below in

Table 1-2Table 1-2: Sensitivity Analysis for Multi-level Parking Subproject (EIRR)

. Detailed calculations are given in Appendix 1-3.

Table 1-2: Sensitivity Analysis for Multi-level Parking Subproject (EIRR)

Details EIRR Switching Value c/

Main Evaluation (Base Case) a/ 33.9%

Capital Cost Overrun b/ 29.4% 240.0%

O&M Cost Overrun d/ 33.7% 3250.0%

Decrease in Project Benefits e/ 28.3% 69.0%

One Year Delay in Implementation 33.8%

All Four Tests Combined 24.26%

a/ From Table 1-2.

b/ 20% increase in capital cost estimates.

c/ Calculated as the percentage change in a variable required for EIRR to reduce to 12%. For example

the capital cost can increase by 230% or project benefits can reduce by 68% to get the minimum

required level of EIRR of 12%

d/ 20% increase in O&M cost.

e/ 20% decrease in project benefits


15

63. Of the four sensitivity scenarios (cost overrun, O&M cost increase, reduced beneficiaries,

delay in implementation) reduced beneficiaries is the most vulnerable to EIRR, followed

by cost overrun. Considering the more sensitiveness of these variables, following

implementation arrangements need to be focused more so as minimize the project risk:

• Ensuring adequate project coverage of beneficiaries through advance commitment

from HHs for individual access or making mandatory for all individual access through

project design;

• Timely implementation of the project through appropriate procurement method in

which incentive for early completion may be included;

• Adequate focus for LA related project components

J. Conclusion

64. The main evaluation has indicated that the proposed transport sub project (construction of

a Multistoried Parking) for Ghaziabad city was found to be economically viable, with the

calculated EIRR values exceeding the economic opportunity cost of capital. The

sensitivity analysis has demonstrated the robustness of this result, with the subproject

component economically viable even when the combination of changed assumptions was

tested.

65. Furthermore, for the proposed drainage subproject, the calculated EIRR value is

considered minimum estimates of economic return, as there are a number of economic

benefits of reduced pollution, a cleaner city and improved transport environment that have

not been quantified.


16

2. FINANCIAL MANAGEMENT AND ANALYSIS OF PROJECTS

A. Introduction

66. Financial analysis for subprojects generally consists of both (i) Financial Management

Assessment and (ii) Financial Analysis and this is the specific requirements for the

financial analysis to the projects funded by ADB. The minimum requirement for Financial

Management Assessment and analysis, are described in ADB’s ‘Financial Management

and Analysis of Projects (the Guidelines)’.

67. Financial Management Assessment, the first part of analysis, concentrates on the

assessment review of Executing Agency (EA) and Implementing Agency (IA) with respect

to the subproject subjected to financial analysis. Assessment review will cover the areas

like financing policies; accounting policies; project implementation plan; financing plan;

disbursement procedures and fund-flow mechanisms and regulatory provisions.

68. Second part of the analysis is the ‘Financial Analysis’ for subprojects. This will mainly

focus on the review of EA, IA and the proposed subproject with respect to the following

components:

• Past and present financial condition

• Cost Recovery and Profitability

• Financial Improvement Action Plan

• Affordability Analysis

• Projected Financial Forecasts

• Cost benefit analysis

• Sensitivity Analysis

69. The proposed subproject of Multistoried Parking in Ghaziabad City is likely to be funded

from ADB fund through NCRPB. However for the present analysis, it is considered that

the proposed subproject will funded by NCRPB to the end-borrower (Ghaziabad Nagar

Nigam – GNN). Accordingly GNN with the guarantee of the Uttar Pradesh State will

become both the Executing Agency (EA) as it will have the direct control of NCRPB Loan

and the Implementing Agency (IA) as GNN is the asset owner and responsible for the

implementation and operation of the proposed subproject, utilizing the loan proceed.

Accordingly, both GNN as EA and IA is considered for financial management assessment

purpose.

70. Considering the focus of the present assignment ‘to support the project preparation efforts

of the implementing agencies by preparing demonstration feasibility studies and DPRs that

include all due diligence documentations required for processing of the project in

accordance with the best practices, including the proposed NCRPB’s policies and

guidelines , the following requirement in carrying out the financial analysis emerge:


17

• the subprojects funded through ADB loan; and

• the subprojects funded through NCRPB own fund,

71. In both cases, NCRPB only will be the lender to the end borrowers (ULBs or line

departments / agencies) for the subprojects and hence only the end-borrower will be

assessed.

72. With this background, the present financial feasibility analysis concentrates more on the

project financial analysis as this is the area where the capacity of the IAs needs to be

enhanced for both format of loans. Also the financial management assessment part of the

analysis is covered to the level of data availability. On finalization of the projects for ADB

funding (in which the present subprojects under review may or may not be a part),

subsequent consultancies will improve this financial management assessment part of the

financial analysis.

B. Financial Management Assessment

1. Policy Context

73. Subsequent to the 74th Constitution Amendment Act (CAA), 1992 (Refer Appendix 2-1)

the Government of Uttar Pradesh (GoUP) embarked on a policy of decentralization of

powers to local governments. Uttar Pradesh Local Self Government Laws (Amendment)

Act, 1994 was drafted based on decentralization principles laid down in the 74th CAA,

which came into force w.e.f. 31.05.1994. Impact of 73rd & 74th Amendments on ULBs in

Uttar Pradesh State is summarized in Appendix 2-3.

74. Key features of the decentralization initiative comprised (i) transferring health related

institutions (except medical colleges and regional specialty hospitals) to local

governments; (ii) transferring all schools to Urban Local Bodies (ULBs); (iii) planning and

implementing centrally sponsored poverty alleviation schemes through ULBs; (iv)

planning social welfare schemes, implementing Integrated Child Development Scheme

(ICDS), payment of various social security pensions, and creating centre for disabled care

are ULB responsibilities; (v) planning and providing urban basic services, including water

supply, sanitation, storm water drainage and urban roads (excluding those provided /

maintained by the State Public Works Department); (vi) Ward Committees in all

municipal corporations and municipalities which have a population of three lakhs or more;

and (vii) increase of financial power for ULB Heads.

75. Constitution of State Finance Commission (SFC). Consequent up to 73rd and 74th

Amendments to the Constitution of India, and in exercise of the powers conferred by

Article 243(1) & (X), the Governor vide Finance Departments Notification no. RG-

1933/x-53-94 dated October 22, 1994 constituted the State Finance Commission

(Panchayat Raj & Local Bodies). Two SFCs were constituted in UP and the UP

Government had mostly accepted their recommendations (more than 80 percent). Status of


18

the recommendations of the SFCs on tax sharing to local bodies is summarized in Table

2-1. In Indian Federal structure, SFC created by 73rd and 74th CAA is the only channel to

address issues of state-local fiscal relations. SFCs thus acquire unique place in fiscal

decentralization and local finance issues.

Table 2-1: SFC Recommendations on Tax Sharing – Uttar Pradesh

State Recommended and accepted share of Local Bodies ( Urban & Rural)

First SFC Second SFC

Uttar Pradesh

10 % of net own tax revenue

receipts of state govt. (7 % for

ULBs)

12.5 % of net proceeds of taxes, duties, tolls &

fees, exclu. entertainment tax & land revenue

(7.5 % for ULBs)

Source: Decentralization and Local Finance Issues - The Workings of State Finance Commissions in

India, Dr. Ravikant Joshi

76. Some of the major recommendations from SFCs that affect the financial management of

ULBs in UP include:

(i) Conversion of certain category of loans sanctioned to the urban local bodies which

was over due on 31st March as state grants

(ii) Rates of Non-Tax Revenue have been revised and as mentioned earlier the power to

further revise these rates in future by framing or amending the bye laws has been

delegated to urban local bodies.

(iii) To increase the own sources of tax revenue of urban local bodies the target has been

fixed to fix the demand as per the estimated population of 1997, minimum per capita

of Rs. 120 for municipal Corporation and Rs. 40 to 90 per capita in Nagar Palika

Parishad (depending upon the population) and Rs. 20 per capita in Nagar Panchayats

vide g.o. No. 3488/IX-9-97-55/97 dated October 22, 1997.

(iv) Imposition of all types of taxes enumerated in the Act, has been made compulsory

vide g.o. No. 2371(1)/IX-91998 dated September 23, 1998.

(v) The recommendations in respect of profession tax have been accepted by most states

as per the available information.

(vi) Participation of the community and the private sector, especially in the delivery of

urban services is being emphasized. In Uttar Pradesh, decisions have been taken on

providing civic services on contract basis and to promote citizen participation

(vii) The Finance Commissions of Uttar Pradesh have given importance to devolution of

functions, functionaries and powers along with a transfer of funds.

77. The share of transfers from state governments in the revenues of municipalities was 31.7

per cent (2001/02). This is, however, the average; municipalities in several states are

almost entirely transfer-dependent for running of local services. The dependence of urban

local bodies was as high as 83.71 per cent in case of Jammu & Kashmir, 83.33 in case of

Rajasthan and 74.48 in case of Uttar Pradesh2.

2 Decentralization and Local Finance Issues - The Workings of State Finance Commissions in India, Dr.

Ravikant Joshi


19

78. This scenario is a result of the following three factors:

• The inferior local taxes which have low elasticity and buoyancy;

• Poor administration of tax and other powers by local governments; and

• Absence of autonomy for local governments in respect of tax rate setting, rate

revision and other spheres of their functioning.

79. Government of India (GoI): GoI in its Tenth Five Year Plan (2002 -2007) emphasized the

role of the ULBs:

• To be responsive and accountable to the community;

• to develop cities with standards of service comparable to the best in that particular

category;

• to constantly improve their capabilities so as to equip themselves to undertake their

tasks in resource-raising, service provision, and poverty alleviation

80. Tenth Plan had focused the reforms in land and housing policy, and of pricing of utilities,

should be to augment the resources of the ULBs, provide for adequate maintenance of

civic services, and undertake expansion of infrastructure to meet growing needs.

81. Apart from the State Finance Commissions, GoI has found providing support to ULBs

through various schemes including AUWSP, IDSMT, JNNURM, Mega City Scheme,

NCR PLAN :, HUDCO loan assistance, Tax-Free Bonds scheme and external assistance

from multilateral lending agencies like the Asian Development Bank (ADB), World Bank

and bilateral agencies.

82. Govt. of Uttar Pradesh (GoUP). Based on the lessons learnt through the 9th FYP, the 10th

FYP (2002-07) for Uttar Pradesh is based upon local government’s development plan and

focuses on (i) reforms and improving organization efficiencies; (ii) increasing allocation in

information technology, tourism infrastructure, poverty reduction and health; (iii) planning

programs to facilitate employment generation; (iv) promoting private sector investment in

economic development; (v) preparing sub-plans for poverty reduction with participation of

women groups and focus on vulnerable sections of the society; (vi) evolving a plan for the

disabled and women beneficiaries; (vii) strengthening decentralization and improving the

planning process; (viii) continuing support to increased use of information technology in

all facets of development; (ix) continuing support to tourism infrastructure development;

(x) promoting the development of village and small industries; (xi) promoting the

participation of private sector in providing education; and (xii) improving service delivery

in key areas like health, revenue, education, etc.

83. Govt. of Uttar Pradesh had allotted Rs 102066 Lakhs for the urban development during the

Tenth Plan (2002-2007) which was about 2% of the total plan outlay. However, the actual

plan outlay during the plan period was increased to Rs 143142 Lakhs (Table 2-2). Also

the annual budget for 2009-10 during the Eleventh Plan for urban development was


21

Urban Development, Government of India. NCRPB has a mandate to systematically

develop the National Capital Region (NCR) of India which comprises of (i) National

Capital Territory Delhi (constitutes 4.4 percent of NCR area); (ii) Haryana Sub-region

(40.0 percent of NCR area); (iii) Rajasthan Sub-region (23.3 percent of NCR area);(iv)

Uttar Pradesh Sub-region (32.3 percent of NCR area) and (v) Five Counter Magnet Areas

(CMA) The project town Ghaziabad City also part of the NCR.

85. According to the NCRPB Act, 1985 major functions of the Board include: (i)Preparation

of the Regional Plan and Functional Plans; (ii) Coordinate enforcement and

implementation of the Regional Plan, Functional Plans, Sub-regional Plans, and Project

Plans through the participating states and NCT; (iii) Ensure proper and systematic

programming by the participating states and the NCT in project formulation, determination

of priorities in NCR or Sub-regions and phasing of the development of NCR in accordance

with the stages indicated in regional plan; and, (v) Arrange and oversee the financing

of selected development project in the NCR through Central and State Plan funds and

other sources of revenue.

86. NCRPB has prepared regional plan for NCR area with the perspective year 2021. Further,

the Board also initiated preparation of functional plans to elaborate one or more elements

of the Regional Plan. Accordingly the functional plan for water supply and transport is

under preparation but plans for other infrastructure is yet to take off (Appendix 2-2).

3. Ghaziabad Nagar Nigam

73 The status of Ghaziabad was upgraded from Municipal Board to Municipal Corporation,

known as Ghaziabad Nagar Nigam (GNN) on 31 August 1994 following 74th constitution

Amendment Act 1992 and conformity legislation by state government. The Municipal

administration has been decentralized in five zones and 80 administrative wards. City zone

has 24 wards; Kabir Nagar has 17 wards; Vasundra zone has 11 wards; Mohan Nagar zone

has 14 and Vijay Nagar Zone has 14 wards.

87. Urban development and service delivery in Ghaziabad Nagar Nigam (GNN) is the

combined responsibility of a set of state level and city level institutions.These institutions

and their key functions are listed in Table 2-4 below segregated in terms of institutions

functioning at the state level and city level.

monitoring the implementation of such plan and for evolving harmonized policies for the control of

land-uses and development of infrastructure in the National Capital Region so as to avoid any haphazard

development of that region and for matters connected therewith or incidental thereto


20

increased to Rs 180420 Lakhs (Table 2-3) in which water supply, sanitation and urban

development were the focus areas. These together underline the importance given to the

urban development by the GoUP, which includes the project city of Ghaziabad.

Table 2-2: Tenth Plan Allocation for Urban Development in Uttar Pradesh

Year Annual Plan Allocation for Urban Development during the Tenth Five

Year Plan (Rs. Lakhs)

2002-03 22,347

2003-04 14,378

2004-05 14,174

2005-06 23,489

2006-07 68,754

Total 143,142

Source: Govt. of UP

Table 2-3: Major head summary for the Budget Year 2009-2010 for Urban Development, Uttar

Pradesh (Rs. Thousands)

Major Head and Description Current year Budget (2009-10) Composition

(%) Plan Non Plan Total

2015—Elections - 83,836 83,836 0.46%

2052--Secretariat - General Services 542 62,350 62,892 0.35%

2053--District Administration 2 98,278 98,280 0.54%

2070--Other Administrative Services - 5,171 5,171 0.03%

2215--Water Supply and Sanitation 1,220,000 - 1,220,000 6.76%

2217--Urban Development 2,755,324 1,036,092 3,791,416 21.01%

2230--Labour and Employment 125,404 - 125,404 0.70%

3054--Roads and Bridges - - - 0.00%

3604--Compensation and Assignments to

Local Bodies and Panchayati Raj

- 550 550 0.00%

4070--Capital Outlay on Other

Administrative Services

1 - 1 0.00%

4215--Capital Outlay on Water Supply And

Sanitation

1,480,003 - 1,480,003 8.20%

4217--Capital Outlay on Urban

Development

9,024,502 150,000 9,174,502 50.85%

6215--Loans for Water Supply and

Sanitation

2,000,000 - 2,000,000 11.09%

Total 16,605,778 1,436,277 18,042,055 100.00%

Source: http://budget.up.nic.in/Estimates/maj_sumry.asp

2. National Capital Region Planning Board (NCRPB)

84. The National Capital Region Planning Board (NCRPB), constituted in 1985 under the

provisions of NCRPB Act, 19853, is a statutory body functioning under the Ministry of

3 The National Capital Region Planning Board Act, 1985, No.2 OF 1985, 9th February, 1985, published by The

Gazette of India on FEBRUARY 11, 1985. This Act provide for the constitution of a Planning Board for

the preparation of a plan for the development of the National Capital Region and for co-ordinating and


22

Table 2-4: Institutions and Their Functions

Institution Key Function

I. State Level

UP Pollution Control Board

(UPPCB)

Pollution control and monitoring especially river water quality

and regulating industries

Public Works Department (PWD)

Construction of roads main roads and transport infrastructure

including construction and maintenance of Government houses

and Institutions

State Urban Development

Authority (SUDA)

Apex policy-making and monitoring agency for the urban

areas of the state. Responsible for providing overall guidance

to the District Urban Development Authority (DUDA) for

implementation of community development programs

Town and Country Planning

Department (TCPD)

Preparation of Master Plans including infrastructure for

the state (rural and urban)

UP Jal Nigam (JN Water supply and sewerage including design of water supply

and sewerage networks. In the last two decades ‘pollution

control of rivers’ has become one of their primary focus areas

UP Avas Vikas Parishad (AVP)

Nodal agency for housing in the state. Additionally involved in

planning, designing, construction and development of almost

all types of urban development projects in the state.

Autonomous body generating its own resources through loans

from financial institutions

II. City Level

•

Ghaziabad Nagar Nigam (GNN)

Nodal agency for municipal service delivery and O&M.

Its key functions include: • Primary Collection of Solid Waste • Maintenance of Storm Water Drains • Maintenance of internal roads • Allotment of Trade Licenses under the Prevention of

Food Adulteration Act • O&M of internal sewers and community toilets • Management of ghats • Construction of Community Toilets

Ghaziabad Development

Authority (GDA)

Responsible for preparing spatial Master Plans for land use and

development of new areas as well as provision of housing and

necessary infrastructure

District Urban Development

Authority (DUDA)

Implementing agency for plans prepared by SUDA.

Responsible for the field work relating to community

development – focusing on the development of slum

communities, construction of community toilets, assistance in

construction of individual household latrines, awareness

generation etc.

88. In real sense, 74th Amendment is partially implemented in UP. GNN, Jal Nigam and

various other government agencies are functioning in Ghaziabad and are playing different

roles of a ULB under different capacities (and other cities of UP). This makes the

municipal corporation inadequate resulting in limited power and weak municipal

administration. These cities are dependent on the state legislature for decisions concerning


23

their regulations and it is critical for the decision making process required at a local level.

However, with regard to the issue of reforms, current status and future proposals the state

government /ULB are in the process of initiating steps in this direction and the willingness

of the governments to undertake the required reforms.

4. Private Sector Participation

89. The current legal and political climate for the involvement of FI’s or Private parties for

building urban infrastructure and or operating urban services in UP Cities including

Ghaziabad does not look very promising in its present form, as revealed from available

CDP Reports. Many reforms, legislative changes and a greater commitment from the local

body as well as the GoUP are required for attracting private investment and safeguarding

investors’ interest. However, three broad areas can be identified and explored for private

investment for urban infrastructure, namely transportation services including bus/truck

terminals, Parking (multilevel parking with commercial space] and Solid Waste

Management.

5. User Charges

90. Ghaziabad Municipal Corporation is not in a position to collect user charges from different

authorities in the desired manner to reflect the actual usage of different urban services. For

example in water supply there is not a meter system in place, the user fee is being charged

on per connection basis without taking into account the actual expenses on O&M for the

provision the service.

91. The property tax collection in force in GNN has provisions for water and sewer

components as indicated below. It does not have the provision for SWM component in the

property tax..

ARV Based Property Tax System followed in Ghaziabad City

Average Rental Value (ARV) = Plinth Area (sqft) x Rs. 0.60 x 12 months

House Tax = 10% of ARV

Water Tax = 10% of ARV

Sewer Tax = 4 % of ARV

92. Though GNN does not have multistoried parking facility at present, there are few

dedicated off-street parking facilities operated by GNN or other agencies with user

charges. Also there are initiatives to develop multistoried parking facilities at locations

like Raj Nagar District Centre, Kaushambi in Ghaziabad City under PPP format (DBFOT).

Existing user fee for parking is around Rs. 10 per hour for cars and Rs. 5 per hour for two

wheelers. Proposed multistoried parking facilities under DBFOT basis proposed user

charges of Rs. 20 for cars (upto four hours) and Rs 10 for two wheelers (upto four hours).

Parking fee charged at selected commercial complexes are also more or less close to this

and some times little more.


24

6. Financing Plan

93. Total investment program will be shared between NCRPB and GNN through participating

states in such a way that NCRPB share will be 75% as loan and GNN will be the balance

25%. The terms of the loan will of

• 10 years tenure with two years moratorium and eight years repayment period

• 9 percent interest rate

94. As per the existing arrangements, for UP state, the entire 75% loan component will be

transferred to GNN with the guarantee support of states but without grant component from

NCRPB and hence the total contribution by GNN will be 100% (25% own contribution +

75 % NCRPB loan). For 75% Loan component and 25% own equity component, GNN

will be the responsibility. For implementation, GNN will be the Executing Agency for the

Investment Program and responsible for overall strategic guidance, technical supervision

and work quality and ensuring compliance with loan and PFR provisions and due

diligence.

7. Operation and Maintenance:

95. It is observed that in the UP State, and in many other states in India, operating and

maintaining the parking facility will be the responsibility of the GNN in case of

implementing the project by itself. Accordingly GNN will operate and manage O&M of

the improved SWM facilities in Ghaziabad with adequate fund provision and the required

technical capability. If necessary GNN can outsource the responsibility to private

operators.

8. Cost Recovery

96. Present multistoried vehicular parking project is considered under full cost recovery and so

levy of user charges for the facilities offered like parking facilities and commercial

activities is important. Also levy of parking fee is presently followed in the city by

different agencies as discussed earlier. Considering all the user fee followed presently by

different agencies, an appropriate user fee structure was followed with periodical renewal

mechanism is followed for the present project towards the cost recovery objective, as

shown below.

Table 2-5: Proposed user Fee for Parking Facilities

Details Car TW

Parking Fee (Rs. / two hour) 10 5

Increase in Parking Fee ( at every 3rd year) 15% 15%

Source: Consultants Estimate


25

Table 2-6: Estimation of Revenue from Commercial Space - Multistoried Parking

Details

Commercial Space Rent Revenue

Area proposed for

Commercial Purpose

(Sqm)

Monthly Rent

(Rs/Sqm)

Annual Rent

(Rs/Sqm)

Annual Rent (Rs

Million)

Ground Floor 3200 1,000 1,2000 30.72

First Floor - 1,000 1,2000 0.00

9. Disbursement Procedures and Fund-Flow Mechanisms

97. Loan disbursement is a key element in the project cycle. NCRPB expects that proposed

disbursement procedures and fund-flow mechanisms will be suitable for the particular

project. NCRPB procedures for withdrawal of loan proceeds are standardized to facilitate

disbursements under most loans.

98. In the present case, it is assumed that the NCRPB Loan will be passed on, to the GNN

with the UP State government guarantee. Thus GNN will be the borrower from NCRPB

with the UP State support. GNN will enter into supply and civil work contracts and issues

and signs the payment checks through a suitable arrangement agreed with NCRPB.

Created assets will be owned by GNN as SWM will be its responsibility. With regards to

repayment of the interest and principle, GNN will pay to NCRPB and this will be

governed by the NCRPB’s terms and conditions agreeable in the disbursement procedures.

10. Accounting Policy

99. Long-, medium- and short-term planning should be the primary elements in financial

management. Long- and medium-term plans are often referred to as corporate plans.

Short-term financial plans are usually called budgets. NCRPB will seek assurance that

satisfactory plans and budgets will be prepared in a regular, orderly and timely manner.

Also NCRPB will consider the acceptability of accounting policies, including standards of

financial reporting and general accounting practices. In line with the existing market best

practices followed for infrastructure financing, NCRPB expects these policies to be

materially consistent with accepted national or international standards and practices.

100. Accordingly the potential agency Ghaziabad Nagar Nigam (GNN) that will be involved in

the project loan was considered for review. Discussion on GNN’s accounting policy is

given below.

101. GNN maintains records on single entry cash based system of accounting. The output of

this cash basis of accounting is a Statement of Receipts and Payments that classifies cash

receipts and cash payments under different heads. A statement of assets and liabilities is

not prepared.


26

102. The cash basis of accounting fails to meet most of financial reporting objectives. The

measurement of performance and financial position under the cash basis of accounting is

unlikely to yield correct results, because the evaluation of performance requires the

measurement of accomplishment (the revenues) during a period and the efforts expended

for those accomplishments (the expenses). In current scenario, the timings of cash receipts

and cash payments may not coincide with earning of revenues or incurrence of expenses.

Thus cash basis of accounting fails to meet most of the financial reporting objectives.

103. GNN accounts of receipts and expenditure shall be maintained in such a manner as

prescribed as per Section 142 of MC Adhiniyam, 1959. There is no mandatory provision

for the maintenance of accounts on double entry accrual based system of accounting as per

Municipal Act. Recently great development has taken place in all over the country in this

regard. UP Government has issued an order for switching over the accounts from single

entry to Double entry accrual based system.

104. JNNURM accounting reforms mandates are not applicable to GNN as Ghaziabad is not a

JNNURM city and so it is following the accounting procedures required for UP State.

105. Based on the on-going lending practice, existing accounting policies and procedures

followed by agencies in Uttar Pradesh including GNN is not the major hindrance for

NCRPB for completing the project.

11. Financial Regulations

106. A sound accounting system is underpinned by financial regulations. These are usually

designed to define the objectives of—and responsibilities within—the financial

management system. In the interest of the funding agency, an acceptable financial

regulations need to be in place.

107. For the present multistoried parking Subproject, the proposed project will be funded by

National Capital Region Planning Board (NCRPB) through loan to Ghaziabad Nagar

Nigam (GNN), GNN will be both Executing Agency (EA) and implementing agency (IA).

• Financial regulations for NCRPB, as part of the Ministry of Urban Development,

Govt. of India, will be governed by the well defined regulatory system designed by

Govt. of India.

• Ghaziabad Nagar Nigam (GNN) will be governed by the financial regulation

provisions laid by Uttar Pradesh State under Municipal Act.

• Both regulation procedures will cover all the required aspects to be considered under

financial regulations review which are normally required under the ‘best practice’

followed in the market, though there may be variations in quality and quantity aspects

in between them.


27

C. Financial Analysis

1. Present Financial Condition

108. Ghaziabad Nagar Nigar (GNN). Financial sustainability addresses the required as well as

appropriate taxation and tariff reforms. Ghaziabad Nagar Nigam Revenue Account and

sub-project cash flows take cognizance of policy directives undertaken by Ghaziabad

Nagar Nigam in addressing infrastructure investment and sustenance needs – the focus is

on property taxation, water, sewer/drainage and conservancy charges. While the Nagar

Nigam continues to draw a substantial proportion of its income from government grant, in

lieu of Octroi, in the long-term, the strategy of GNN shall be to capitalize on the benefits

accruing from property taxes. Urban infrastructure investments as part of the city

development plan (CDP) should recognize the fact that property taxes pay for capital

investments and user charges pay for system operation and maintenance – given the

aforesaid approach, the financial sustainability analysis focuses on reviewing net cash

flows arising out of taxation and tariff reforms

109. The review of finances involves a time-series analysis of the income and expenditure of

the Ghaziabad Nagar Nigam (GNN) to ascertain the trends and the major sources and uses

of funds. In addition to this, certain key financial indicators relating to property tax, water

tax, per capita income, per capita expenditure and debt servicing; have been considered to

assess the financial performance of the GNN.

110. The Municipal Accounts code of Government of Uttar Pradesh prescribes the organization

of the municipal fund into three broad categories of General Account, Capital Account and

Debt and Suspense (or Extraordinary) Account. Based on the availability, revenue account

data collected from the annual accounts of GNN were compiled and analyzed. For the

purpose of municipal fiscal assessment, financial data pertaining to the last seven years

(2001-02 to 2007-08) were compiled in an abstract format (Table 2-7). Detailed analysis

on GNN municipal financial performance is presented in Appendix 2-4.


28

Table 2-7: GNN Revenue Expenditure Account

Sl.

No. Details

AACGR (%)

(2002 - 08) 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08

I. Revenue

1 Income from Taxes

i) House Tax 14.64% 727 850 866 1,085 1,162 1,157 1,650

ii) Water Tax 19.41% 345 469 478 590 709 705 1,000

iii) Sewer Tax 16.73% 166 201 203 274 324 337 420

iii) Other Taxes -17.14% 652 688 122 1,147 644 27 211

Total Taxes 9.63% 1,890 2,208 1,669 3,096 2,839 2,226 3,281

43.1% 41.3% 32.3% 47.9% 41.7% 36.6% 24.0%

2 Other Income 13.26% 488 875 1,148 887 1,238 413 1,030

11.1% 16.4% 22.2% 13.7% 18.2% 6.8% 7.5%

3 Water charges -25.82% 12 24 24 14 24 4 2

0.3% 0.4% 0.5% 0.2% 0.4% 0.1% 0.0%

4 Govt. Transfers/ Grants 11.66% 1787 2056 2262 2438 2668 3102 9233

40.8% 38.5% 43.8% 37.7% 39.1% 51.0% 67.6%

5 Revenue from Sale -8.46% 204 178 62 35 46 342 120

4.7% 3.3% 1.2% 0.5% 0.7% 5.6% 0.9%

TOTAL 20.88% 4,381 5,341 5,165 6,470 6,815 6,087 13,666

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

II Expenditure

1 General Administration 8.82% 412 435 475 505 583 623 684

9.5% 9.3% 9.1% 8.4% 11.6% 10.8% 9.7%

2 Health & Sanitation Works

i) Salaries 4.11% 952 872 1,055 1,004 966 1,175 1,212

ii) Contracted Sanitation Works 22.08% 187 249 298 388 452 443 619

iii) Repairs & Maintenance of

Sanitation Implements 7.92% 69 107 82 51 56 95 109

iv) Diesel, etc 23.06% 74 109 120 167 187 199 257


29

Sl.

No. Details

AACGR (%)

(2002 - 08) 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08

v) Others 2.97% 78 33 48 46 84 87 93

Total Sanitation 9.07% 1,360 1,370 1,603 1,656 1,745 1,999 2,290

31.5% 29.2% 30.8% 27.4% 34.8% 34.6% 32.4%

3 Development Works & Repairs 4.31% 1,349 1,774 1,619 1,514 1,045 1,152 1,738

31.2% 37.8% 31.1% 25.0% 20.9% 19.9% 24.6%

3 Water Supply & Distribution 13.96% 698 626 752 1442 1045 1266 1529

16.2% 13.3% 14.5% 23.8% 20.9% 21.9% 21.7%

4 Others 8.53% 500 494 755 930 590 681 817

11.6% 10.5% 14.5% 15.4% 11.8% 11.8% 11.6%

5 Loan Repayment #DIV/0! 61.0 0.0

0.0% 0.0% 0.0% 0.0% 0.0% 1.1% 0.0%

TOTAL 8.53% 4319 4699 5204 6047 5008 5782 7058

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

III. Surplus / Deficit 62 642 (39) 423 1,807 305 6,608

Source: GNN.


30

111. Revenue income found increased at a compounded annual growth rate (CAGR) of 21

percent during the assessment period. Further analysis of Revenue Income components

Ghaziabad indicate that own tax revenue found increased at 10 percent CAGR and non-tax

revenue also increased considerably (13 percent). Major sources of own revenue comprise

property tax, other taxes, water charges, revenue grants and other miscellaneous fees and

charges. Though total revenue income for GNN found increasing during the review period,

the share of tax revenue was found decreasing from 43 percent (2001-02) to 24 percent

(2007-08). Property Tax formed as a major component of own tax revenues contributing

50 percent of the total own tax revenues in FY07-08. During the review period, the

property tax found with 15 percent CAGR. While property tax should be an important

component of internally generated resources, Ghaziabad Nagar Nigam has still potential to

exploit. With increasing trend, Revenue grant is one of the major revenue sources for

GNN (68 percent). Amongst the non-tax revenues, water charges contributed only 0.4

percent of total revenue income and have found with more fluctuating growth trend.

112. Revenue expenditure has been found to be with steady increase from FY 2001-02 during

the analysis period except FY 2005-06. Expenditure on general establishment and

administration accounted for 10 percent of the total revenue expenditure in FY08. Of the

total revenue expenditure, expenditure on operation and maintenance of municipal

services constituted 78 percent 10 percent on other expenditure. Expenditure on

development works mostly of capital works executed through grant funds and their repair

(25 percent), public health and conservancy (32 percent), water supply (22 percent), are

found to be the major components in the operation and maintenance expenditure during

the review period. Operation and maintenance expenditure for sanitation has witnessed an

increase at a CAGR of 9 percent and water supply & distribution expenditure has

increased at a CAGR of 14 percent

113. Key Financial Indicators. A set of key financial indicators have been derived using the

financial data procured from the GNN for the assessment period. These indicators are

used to assess the municipal performance with regards resource mobilization, fund

utilization, financial performance and collection efficiencies.

(i) Resource Mobilization indicators. These indicators summarize the performance of

the GNN with regards sources of funds. GNN derives about 32 per cent of its

revenue income from own sources (2007-08), which is a good sign but with scope

for further improvements.

(ii) Fund Application indicators. These indicators are a measure to ascertain the

utilization from the municipal fund. Only 10 per cent of the revenue expenditure is

spent on establishment heads, leaving a good amount of over 90 per cent for O&M

of municipal assets and services that include 21 percent for water supply account.

Establishment expenditure accounts for about 21 per cent of the total own-tax

revenue generated by the GNN.

(iii) Overall Financial Performance indicators. These indicators are a measure to assess

the overall financial performance of the municipality with regards operational

performance and effective growth in revenue income and expenditure. The average


31

operating ratio during the assessment period was less than unity and it was observed

more than unity only for one year during the assessment period (FY 2003-04). The

indicators of growth in per capita income and expenditure item heads indicate the

effective growth, giving a performance measure relative to the growing population.

Annual growth in per capita revenue income found to be consistently with

increasing trend where as the per capita revenue expenditure during the assessment

period, found to be with increasing trend except FY 2004-05 and FY 2006-07

(Table 2-7).

Table 2-8: Details of Per Capita Revenue Income and Expenditure – Ghaziabad Nagar Nigam

S.

No. Details 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08

1 Population 968,521 1,010,446 1,054,186 1,099,819 1,147,428 1197112 1248947

2 Revenue Income ( Rs. Lakhs) 4,381 5,341 5,165 6,470 6,815 6,087 13,666

3 Revenue Expenditure ( Rs. Lakhs) 4,319 4,699 5,204 6,047 5,008 5782 7058

4 Revenue Account Surplus (Rs. Lakh) 62 642 (39) 423 1,807 305 6,608

5 Per Capita Revenue Income (Rs.) 452 529 490 588 594

6 Per Capita Revenue Expenditure (Rs.) 446 465 494 550 436 508 1094

114. Key Issues. Financial management and fiscal status of Ghaziabad Nagar Nigam is

summarized below:

(i) Maintenance and Reporting of Accounts. A common accounting and financial

reporting code, updated annually, with interim up-dations when required, supported

with a user manual and organized training of municipal accounts staff will

substantially streamline financial accounting and reporting.

(ii) Revenue Realization. Taxes and charges are major own sources of revenue income.

Being more dynamic in nature and within the control of the GNN, these revenue

incomes have potential to contribute more to the municipal fund. Key issues

regarding revenue realization comprise (i) coverage of properties under property tax,

(ii) poor collection of water charges; (iii) unclear status on extent of outstanding

taxes and charges collectable; and (iv) extent of gap between the cost of service

provided and user charges levied.

(iii) Fund Application. Key issues regarding application from the municipal fund

comprise (i) most of the revenue expenditure is accounted for by establishment item

heads, (ii) an efficient system of costing to enable the actual cost of services

provided in a scientific manner thus enabling logical mechanism for tariff

structuring and (iii) the absence of information with regard to actual assets and

liabilities of GNN at a particular point of time render it difficult to ascertain the

actual fiscal position.

(iv) Operating Ratio. Ghaziabad Nagar Nigam has mostly maintained an operating ratio

(OR) less than unity (ranging from 0.73 in FY06 to 0.99 in FY02) during the

assessment year, except for one year with more than unity. A key reason for the

mixed performance is tax revenue collection and expenditure management.

However, Ghaziabad Nagar Nigam has untapped revenue potentials from property


32

tax and water charges. While the OR indicates efficiency in revenue management,

inability to capitalize on property tax and user charge revenues indicates over

dependency on revenue grants and a level of complacency regarding other revenue

income sources.

2. Cost Recovery and Profitability

115. Where cost recovery and/or profitability are primary objectives, the financial

consequences of policies, strategies, and practices relating to the entity’s (IA) operations

or trade should be set out, for instance: (i) policies on recovery of costs of its products

and/or services, (ii) tariffs and charges levied, (iii) systems of establishing costs of

products and/or services, (iv) inventory controls, and (v) possibility and extent of external

regulation (e.g., by government).

116. Existing Scenario. Traffic responsibility in the city lies with multiple agencies and

Ghaziabad Nagar Nigam (GNN) is responsible for the traffic problems in city roads

including parking facilities. Presently parking facilities are provided by GNN and other

agencies including private sector with user fee. Accordingly, the proposed project also has

envisaged with user fee for its sustainability.

117. Policy Initiatives. GNN does not have adequate operational income to finance operational

expenses. This calls for institutional reform to improve the financial base in the short term,

including (i) an increase in the property tax base by reassessment or mapping and

computerized database, (ii) a gradual increase in user charges, and (iii) improvement in

collection efficiency. The memorandum of agreement for the JNNURM financing requires

ULBs, amongst others things, to adopt (i) accrual-based double-entry accounting, (ii)

geographic information systems based property tax with collection efficiency at 85%

within the next 7 years, and (iii) reasonable user charges for O&M cost recovery within

the next 7 years. This stimulates considerable reform approach among the states in

municipal administration, including UP State.

118. Both ADB and JNNURM, the major urban development partners of the state, have

focused on 100% O&M cost recovery through user charges as the medium term targets for

urban infrastructure projects.

119. User Charges. The project benefits are city-wide and this is an obligatory public traffic

safety function (cost recovery project). Presently though there is property tax there is no

levying of transport component in the property tax. Also private sector and GNN are

engaged in providing dedicated off-street parking for nominal monthly charges. There

fore it would be necessary for the Municipal Corporation to follow the same user fee

system to raise revenues to meet the O&M cost and to recover the capital cost also.


33

3. Financial Projections with Multi-storied Parking Project Impact:

120. Presently there is no separate component in property tax for transport and no monthly user

charges from households. However, there are similar user charges for vehicular parking and

commercial place rentals in Ghaziabad city at different locations. Willingness to pay survey

results from the Baseline Survey in Ghaziabad MC also reveals that better scope for user

charges with better service delivery. In case of GNN implementing the project,

responsibility of the loan (both capital and interest repayments) and the initial equity

participation along with the O&M will be from GNN fund. Also the estimated revenue from

the project will also go to GNN. With this background, it has become necessary to ascertain

that projected cash flow of the GNN can support all these project related aspects

121. Financial projections for GNN was carried out with the objective of assessing the likely

future financial position of the GNN with respect to meet the existing revenue expenditure

commitments and also availability of surplus fund to sustain the proposed parking project

from its general fund without resorting for new revenue source for the project through tax.

With this objective, i) financials of the GNN was carried out for the near future and ii)

impact analysis of the proposed project, provided it is funded through the GNN budget.

122. Towards this the GNN municipal account was projected upto 2020-21 (that covers the

implementation and debt service period) with the assumption that the trend observed during

the last seven years will continue further. Details of projection of GNN accounts and project

specific cash flow are presented in Appendix 2-5.

123. For the project impact analysis, the funding requirements of the project were loaded into the

financial projections through additional project cash flow and find out the net projected

deficit / surplus after the project funding.

• For the same the proposed Parking project with total cost of Rs 435 million is

proposed to be implemented in two years from FY2010-11 with the funding from

NCRPB was considered. The tenure of the loan will be of 10 years (two years

moratorium and eight years repayment) with about 9 percent. Balance equity of 25

percent will be from GNN internal fund.

• Also the debt service for the proposed NCRPB loan, required project equity

component and the incremental O&M cost also projected and loaded into the GNN

financials.

124. Analysis results indicate that the proposed parking subproject with NCRPB loan funding

can be sustained by GNN from its general account. This is mainly due to the increase in tax

revenue and government transfer / grant and the resultant growth in surplus fund.

125. This underlines the fact that GNN can implement the project under the present revenue

pattern without any fresh tax and / or user charges. However, in line with the JNNURM

policy reform initiatives, GNN will implement this project as ‘cost recovery’ one through

suitable user charges.


34

Table 2-8: Details of Projected Project Cash Flow for Multi-level Parking Project, Ghaziabad

S.

No.

Details 2010-11 2011-12 2012-13 2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21

I. Annual Surplus / Deficit 7,664 8,268 8,915 9,604 10,337 11,112 11,930 12,789 13,685 14,616 15,575

II Project Cash Flow

A. Inflow

Loan Drawdown 326 1,632 1,306

Incremental Project

Revenues

Total Inflow 326 1,632 1,306 383 389 446 446 454 521 521 521

B. Outflow

CAPEX (Equity + Loan) 435 2,176 1,741

Incremental O&M a/ b/ 44 48 53 58 64 70 77 85

Debt Service

Intrest 206 257 220 184 147 110 73 37

Loan Repayment 408 408 408 408 408 408 408 408

Total Debt Service 614 665 628 592 555 518 481 445

Total Outflow 435 2,176 1,741 657 713 681 650 619 588 559 530

C.

Net Surplus / Deficit After

Debt Service 7,555 7,724 8,480 9,330 10,013 10,877 11,727 12,624 13,618 14,578 15,566


35

4. Financial Improvement Action Plan

126. ULB level financial projection analysis indicates that even in the case of not introduction

of property tax based transport tax along with increase in collection efficiency or not

implementing the user fee for vehicular parking, the full parking project can be supported

by the Ghaziabad ULB. This is with the assumption that the present trend in income and

expenditure pattern will continue for the near future. Also this is mainly because the

projected revenue account and the resultant overall status of financial for Ghaziabad ULB

do have adequate strength to support the present project in total. However, as a cost

recovery function, GNN initiate the necessary actions to introduce project specific revenue

source through user charges for parking and commercial rental to sustain the same in the

long run.

127. Affordability Analysis. With the backdrop of the willingness to pay survey results for the

transport system in Ghaziabad, it is evident that the use of user charges for vehicular

parking services already in practice and accepted by the users. The required tariff rates

(user charges) for the year 2013-14 presented in Table 2-9 found to be reasonable and

within the affordable level. This underlines the ‘effective demand’ for the proposed urban

infrastructure services, backed-up with affordability from the consumers. Considering

these, an appropriate ‘Financial Improvement Action Plan’ (FIAP) is worked out and

presented in Table 2-11.

Table 2-9: Details of Estimated Parking User Charges Requirement- Ghaziabad City

Details Car TW

Parking Space available (Nos.) 812 458

Makimum Parking demand Capacity / Day @ 5 turnover / space for TW and

@ 3 turnover / space for cars & 90 % utilisation (No. of vehicles) 3,654 2,885

Initial Year Parking Demand (No. of vehicles/Day) 3,289 2,597

Annual Growth Rate for Parking Demand 6% 6%

Parking Fee (Rs. / two hour) (2012-14) 10 5

Increase in Paking Fee ( at every 3rd year) 15% 15%

Table 2-10: Estimation of Revenue from Commercial Space - Multistoried Parking

Details

Commercial Space Rent Revenue (2013-14)

Area proposed for

Commercial Purpose

(Sqm)

Monthly Rent

(Rs/Sqm)

Annual Rent

(Rs/Sqm)

Annual Rent (Rs

Million)

Ground Floor 3,200 1,000 1,2000 30.72

First Floor - 1,000 1,2000 0.00

Total 30.72


36

Table 2-11: Financial Improvement Action Plan

Item Current Project

Implementation

Period

Post Implementation

2010

-11

2011

-12

2012

-13

2013

-14

Remarks

Solid Waste Management

Parking Charges - Car (Rs. /

2 hour)

Nil - - - 10 15% increase in FY

2015-16 and once in

every three years

subsequently

Parking Charges – Two

Wheeler (Rs. / 2 hour)

Nil - - 5

Commercial Space Rent (Rs.

/ sqm)

Nil 1000

Source: Analysis

5. Cost Benefit Analysis

128. The projects for the purpose of financial analysis have been categorized as Service, Cost

Recovery and Remunerative. The present project of multi-storied parking is a Cost

Recovery one and accordingly feasibility analysis is carried out.

129. Weighted Average Cost of Capital. The financial viability of subprojects was assessed by

comparing the subproject’s financial internal rate of return (FIRR) with the financial

opportunity cost of capital. As proxy for the financial opportunity cost of capital, the

weighted average cost of capital (WACC) of the subprojects in real terms is used. The

FIRR is the discount rate that equalizes the present values of costs and revenues over the

subproject life, while the WACC represents the cost incurred by the GNN with the support

of the UP State government in raising the capital necessary to implement the subprojects.

The WACC was estimated based on the central government’s on lending policy.

Table 2-12: Weighted Average Cost of Capital (%) - Uttar Pradesh & Haryana

Item NCRPB Lending b Govt. of India Grant a ULB Equity WACC

Amount weighting 75% 0% 25%

Nominal cost 9.00% 8.50% 10.00%

Tax Rate 0 0 0

Tax-Adjustable Nominal Cost 9.00% 8.50% 10.00%

Inflation Rate 4.50% 4.50% 5.50%

Real Cost 4.50% 4.00% 4.50%

Minimum rate test [ 4.0%]d 4.00% 4.00% 4.50%

Weighted Component of WACC 3.38% 0.00% 1.13% 4.50%

WACC = weighted average cost of capital, UP = Uttar Pradesh,

a - Nominal cost of Government of India grant is estimated at 8.5%, based on the Government’s long-

term bond rate.

b - Indicative Lending Rates for Loans by NCRPB for urban infrastructure projects


37

c - Global Price escalation is based on - INTERNATIONAL COST ESCALATION FACTORS 2008–

2012, World Bank, Table 1.1 The global outlook in summary. Global Development Finance 2008:

The Role of International Banking, page 8.

d - Preparing and Appraising Investment Projects, Guidelines for the Financial Governance and

Management of Investment Projects Financed by ADB (pp 26)

D. Financial Analysis of Subprojects

130. The revenue streams for the financial analysis of sub project include parking fee and rental

from commercial space provided in the ground floor. A decision on implementing the

above discussed revenue stream is critical to project sustenance. Apart from a revision on

completion of the capital works, it would be necessary to revise the parking related user

charges periodically so as to compensate the increasing O&M cost.

131. The proposed multi-storied parking subproject is treated as ‘cost recovery’ project that has

to sustain itself both for the capital and O&M through its user charges revenue stream. As

similar practice of off-street parking with user fee is followed presently in the city,

implementation of user charges for the project will not pose a problem. The project will be

implemented by GNN and its impact on the GNN financials found to be satisfactory, as

discussed above. However, a project specific financial analysis was carried out to ascertain

its sustainability.

132. Initial project capital cost is estimated to Rs.435 million to be implanted during the two

year constriction period (Table 2-13)

Table 2-13: Project Capital Cost - Rs Million

Details Cost Rs Million

Base Cost 348

Landed Cost 435

Source: Consultant

133. Financial sustainability and viability analysis results for the proposed cost out flow

(capital and O&M) and the user charge based revenue inflow indicate that there is

substantial cost recovery in terms positive FIRR ( 13.1%). This underlines the full cost

recovery potential to the subproject during the analysis period. Thus the project is found

to be financially feasible as a standalone project, compared to its WACC of 4.5%.

134. Sensitivity analysis results shown in Table 2.13 indicate that the project is found to be

financially viable even at the worst scenario of combined effect of 10% increase in capital

and O&M cost and 10% reduction in project revenue, the FIRR is estimated to 10.9%,

which is well above the minimum requirement of 4.5% (WACC).


38

Table 2-14: Sensitivity Analysis Results

S. No. Scenario FIRR (%)

1 Base Case 13.1%

2 10% increase in capital cost 12.1%

3 10% increase in O&M cost 13.0%

4 10% decrease in Project revenue 11.9%

5 Combined effect of 10% increase in capital and O&M

cost and 10% reduction in project revenue

10.9%

Source: Consultant

1. Risk Analysis

135. Of the three sensitivity scenarios (cost overrun, O&M cost increase and reduced

beneficiaries) decrease in project revenue is the most vulnerable to project cash flow,

followed by cost overrun. Considering the more sensitiveness of these variables,

following implementation arrangements need to be focused more so as minimize the

project risk:

o Timely implementation of the project user charges through appropriate method;

o Timely implementation of the project through appropriate procurement method in

which incentive for early completion may be included;

o Ensuring adequate project coverage of beneficiaries through proper traffic

enforcement in the impact region for parking;

o Adequate focus for LA related project components

2. Conclusion

136. The main evaluation has indicated that the proposed multi-storied parking was found to be

financially viable, with the calculated FIRR values are more to the WACC (4.15%), for

the recommended user charges under FIAP. This under lines that the project can support

cost recovery. In tune to the present state policy, the project can recover 100% O&M

through user charges along with full capital cost recovery.

Appendix 1

1

Appendix 1-1: Economic Cost

1. Economic Cost

1. The economic costs of capital works and annual operation and maintenance are calculated from

the financial cost estimates on the following basis:

(i) Price contingencies are excluded but physical contingencies are included because they

represent real consumption of resources;

(ii) Import duties and taxes are excluded because they represent transfer payments. For this the

shadow exchange rate factor worked out below was used;

Table 1: Shadow exchange rate factor

Details

2008-09 2007-08 2006-07 2005-06

RE Actual Actual Actual

National export (free on board) = Ex * 766,934 655,864 571,779 456,418

National import (CIF) = Im* 1,305,503 1,012,312 840,506 660,409

Customs Duties =Ct* 84,710 72,029 62,819 46,645

AD-HOC STANDARD CONVERSION FACTOR

(CF = (Ex + Im)/( Ex + Im+Ct)) 0.961 0.959 0.957 0.960

Shadow exchange rate factor (Y):(Y=1/CF) 1.04 1.04 1.04 1.04

* - Source : Reserve Bank of India

RE - Revised Estimates Note: Calculation Method based on the handout on Economic Analysis

(iii) The existence of unemployment and under-employment for unskilled workers within the

Indian economy means that the opportunity cost of unskilled labour can be considered to

be lower than its wage rate – a conversion factor of 0.5 of the market wage rate for

agriculture casual labour is used to estimate the shadow wage rate;

Table 2: Shadow Wage-rate Factor (Y)

Casual agriculture labor cost (Rs. per day)* ( L) 80

National minimum wage of unskilled worker (Rs. per day)** (M) 159

Shadow Wage-rate Factor (Y); Y = L/M 0.50

*- Minimum Agricultural Labor wage fixed by many sates incl. Tamil Nadu at Rs. 80 a day (for men working six

hours) and Rs. 70 (for women working five hours)

** Uttar Pradesh: Minimum Wages w.e.f. 01.04.2009 to 30.09.2009, Labor Department, Government of Uttar

Pradesh.

(iv) The market wage rate for skilled labour and the acquisition cost of land are considered to

represent opportunity costs, as both factors are in demand;

(v) All costs are valued using the domestic price numeraire, to enable an easier comparison

with the information used to measure benefits (e.g. a significant component of benefit is

the savings in resources, which would be used in the without project situation).

2

2. Estimated financial base cost without contingencies and allowances for the Ghaziabad Transport

project (construction of a multi-storied parking in Ghaziabad City) is estimated Rs 435 million

(excluding utility shifting, R&R and environment management expenditure) as shown in Table 3.

Using the basis, the economic cost (resource cost) was estimated both for capital cost and operation

& maintenance costs and presented in Tables 4 to 5. For estimating the economic cost from the

financial cost, the following other assumptions were also considered:

A. Capital Cost

• Contingences and other allowances considered to the base cost (12%):

o Design Supervision Consultancy (DSC)+ Third Party Inspection (TPI) - 3%,

o Information, Education & Communication (IEC) activities 1%,

o Incremental Administration (PIU) – 2%,

o Physical contingency 3%,

o Environmental mitigation 1%,

o Social intervention 1%,

o Institutional development and capacity building activities1%

• Share of foreign cost to total project cost

Share of foreign Cost (%)

Sector Services Materials Total

Water Supply 0.75% 2% 2.75%

Sewerage 0.75% 0% 0.75%

Drainage 0.75% 0% 0.75%

SWM 0.75% 0% 0.75%

Urban Transport 0.75% 0% 0.75%

• Tax and duties

o Local cost – 12%

o Foreign Cost – 4% • Share of unskilled labor in Local Cost – 12%

B. Maintenance Cost

• Share of foreign cost to total project cost

o Water supply –0%

o Sewer – 0%

o Strom water Drainage – 0%

o Solid Waste Management – 0%

o Urban Transport – 0% • Tax and duties

o Local cost – 12%

o Foreign Cost – 4% • Share of unskilled labor in Local Cost – 15%

3

Table 3: Details of Base Financial Cost – Ghaziabad (Multi-storied parking Construction)

Item 2010-12

Rs. Million

Construction of a Multi-storied parking at the Old Bus Terminal in

Ghaziabad city 435.22

Total 435.22

Source: Consultant

Table 4: Details of Resource Cost Estimation – Capital Cost (Ghaziabad Transport Component - -

Multi-storied parking Construction)

Details

Financial Cost (Capital) Resource Cost (Capital)

% Rs Million Rs Million S P Factor

Base Cost 348.26

Allowances 12% 41.79

Foreign Cost

- Base cost & allowance 1% 2.93 2.70 0.92

- Taxes & Duties 4% 0.11 - -

3.04 2.70

Local Cost -

- Unskilled labour 12% 46.45 23.23 0.50

- Skilled labour & Others 88% 340.67 340.67 1.00

- Taxes & Duties 12% 45.06 - -

432.18 363.89

Total 435.22 366.60

Note:

1. Shadow Exchange Rate Factor was worked on the RBI data on national exports, imports and exports and using

the Method based on the ADB Handout on Economic Analysis

4

Table 5 Details of Resource Cost Estimation – O&M Cost (Ghaziabad Transport – Multi-storied

parking Construction)

Details

Financial Cost Resource Cost (Capital)

Rs Million (coll.

& trans.)

Rs Million

(Dist.&

treat..)

Rs Million

(coll. &

trans.)

Rs Million

(Dist.&

treat..) S P Factor

O&M Cost 4.35 -

-

Foreign Cost 0%

- Base cost 0.00 0.00 - - 0.92

- - - -

Local Cost 100% -

- Unskilled labour (25%) 1.09 0.00 0.54 - 0.50

- Skilled labour & Others

(75%) 3.26 0.00 3.26 - 1.00

4.35 - 3.81 -

Total 4.35 - 3.81 - Source: Consultant

3. Considering 2009-10 as base year followed by three construction period and 20 years

implementation period considered for the analysis, the cash outflow for economic cost was

worked out and presented in Table 6.

Table 6: Details of Phasing and Expenditure Flow

Economic Cost –Transport – Multi-storied parking Construction (Ghaziabad City, Uttar Pradesh)

all values in Rs. Million

Phasing Year Capital Cost O & M Cost

2009-10

40.00% 2010-11 146.64 -

60.00% 2011-12 219.96 1.52

0.00% 2012-13 - 3.81

2013-14 - 3.81

2014-15 - 3.81

2015-16 - 3.81

2016-17 - 3.81

2017-18 - 3.81

2018-19 - 3.81

2019-20 - 3.81

2020-21 - 3.81

2021-22 - 3.81

5

2022-23 - 3.81

2023-24 - 3.81

2024-25 - 3.81

2025-26 - 3.81

2026-27 - 3.81

2027-28 - 3.81

2028-29 - 3.81

2029-30 - 3.81

2030-31 - 3.81

2031-32 - 3.81

2032-33 - 3.81

Source: Consultant

1

Appendix 1-2

Valuing Economic Benefits – Multi-level Parking Facility Construction Project under

Transport Component

1. The benefits arising from improved urban transport infrastructure results in improved

service level delivery in urban transport travel requirements in the Project city / town. Benefits

are achieved through more effective connectivity, better speed, less traffic related issues like

congestion, accidents etc.

2. Project beneficiaries will be those travelers for whom accessibility to economic and

social activities will be improved through better road conditions and traffic flows brought about

by the sub-projects. This improvement is achieved by reducing the effort or inconvenience of

travel between the origin of the traveler and the destination offering these activities.

3. Support urban infrastructure facilities like off-street vehicular parking, planned terminal

for bus or trucks will also improve the quality of service delivery in terms of less traffic

congestion on major city roads, improvement in traffic environment, better safety etc.


have made the provision for parking an important aspect of transportation planning. The frontage

of almost all the roads in the CBD area (around GDA and Nagar Nigam) has been converted into

commercial land use without taking into account the demand for parking of the vehicles. As

there is no planned parking space available, vehicles can be seen parked an all the roads resulting

in reducing the capacity of the carriageways and endangering pedestrians and motorists alike.

The increased demand for vehicular parking around GDA and Nagar Nigam area necessitates the

construction of a Multilevel Parking facility in that area.

The subproject in Ghaziabad is the proposed multistory parking facility at the old bus stand

accommodates for business and commercial center in the ground floor and parking facility for

two wheelers and cars on the first and the second floor with third floor and the terrace for car

parking only. In total 812 car parking spaces and 458 two wheeler parking spaces are provided to

meet the future demand.

5. Subproject proposals will benefit the vehicular traffic on the road network around the

project with less traffic congestion, less on-street parking at junctions, increase the travel speed

resulting in savings in vehicle operating cost (VOC) and travel time, pedestrian safety including

reduced road crossing time, improvement in the traffic environment and aesthetics etc.

6. The economic benefits considered in the present analysis for the grade separator (flyover)

subproject in transport component in Ghaziabad city include:

(i) Value of Passenger Travel Time Savings on the project impact road

Sections

(ii) User charges collected from the parked vehicles, and

2

(iii) rental charges collected from the commercial establishments and utilities operated

at the ground floor.

7. Value of Passenger Travel Time Savings: Construction of multi-storied parking will

result in reduction of the existing traffic congestion in the project impact roads due to the

removal of the on-street parking for all the vehicles and subsequently savings in travel time for

the road users using this area.

8. In the absence of detailed traffic modeling, assumptions were made regarding impact of

improvements on road network performance, in terms of likely Program benefit including

savings in travel time. These assumptions and methodology followed include:

(i) Average travel speed in peak conditions is assumed to increase from the existing

levels (this increase in speed/service level shall be achieved due to Project

components by eliminating the existing haphazard on-street parking). Even

though increased speed levels are expected more, only 50 percent is assumed on

conservative side. The improvement in travel speed is used to estimate the savings

in travel time and further costing the time saved. This benefit is assumed for the

limited road sections which are critically affected by the on-street parking and

also only during the peak hours when the parking problem is acute.

9. Travel time savings for the passengers held up at the project impact road sections, in

terms of hours and its monetary value using the time unit rates for different vehicle was

estimated from the following data collected at field as well guidelines stipulated by Indian Roads

Congress (IRC), and relevant study reports:

• Average vehicle occupancy – the number of passengers by vehicle type, plus paid driver

and crew where applicable; • Traffic category – traffic using the project impact road sections only during parking peak

hours; • Traffic composition – the percentage of each vehicle type in the traffic stream; • Passenger composition – the percentage of each socio-economic category using each

vehicle type and the percentage of passengers who are in the workforce; • Savings in travel time – estimated based on the existing delay and the proposed delay at

the proposed project site; • Unit cost of travel time for different vehicle users – Based on a relevant study report, unit

time cost at 2009 price level.

10. Road user cost unit rates including VOC and travel time for different vehicles used for

the analysis is given in Table 1. Vehicle occupancy details and estimated vehicle hours time

costs for different using vehicle occupancy and time cost unit rates are presented in Tables 2 and

3.

11. Considering the project design and the existing traffic problems on the impact roads, only

the peak hour that was put into congestion problem during heavy on-street parking was

considered for the analysis. This is with the assumption that during the lean or no on-street

3

parking hours on the project impact roads, the traffic will not be affected by travel delay with

respect to the proposed project and not considered for the analysis. The base year peak hour

traffic on the project impact roads is presented in Table 4 and the estimated travel time savings

in Table 5..

Table 1: Details of Road User Cost adopted for the Study

Vehicle Category VOC (Rs. / Vehicle Km) Travel Time (Rs. / Hour)

2008 1 2009 3 2008 2 2009 3

Car - New Technology (Maruti 800) 4.07 4.27 47.80 50.19

Bus 16.37 17.19 22.76 23.90

TW 1.40 1.47 31.87 33.46

Auto rickshaw 3.98 4.18 27.31 28.68

Share-Auto 4.49 4.71 27.31 28.68

Taxi 4.70 4.94 47.80 50.19

2-Axle Truck 14.77 15.51 13.54 14.22

LCV 10.96 11.51 9.65 10.13

Goods Tempo 4.61 4.84 4.83 5.07

Goods Auto 3.59 3.77 2.41 2.53

Source: Analysis 1. Approach for Economic and Operation Assessment for Identified Urban Roads and Transportation Sub-projects, Working

Paper No. : WP-05, Comprehensive Transportation Study for Chennai Metropolitan Area, May 2008

2. Estimated using the RUCS Study, 2001 results (Rs 25,000/Tonne) for the year 2001 and escalated to 2008 with 5% annual

growth.

3. Escalated to 2009 with 5% annual growth.

Table 2: Vehicle Occupancy (No. of passengers/vehicle)

Bus

Bus 40

Minibus 15

Private & IPT

Car/Jeep/Van 3.5

Two Wheelers 1.5

Autorickshaws 2

Goods Vehicles (crew)

Trucks 2

MAV 2

LCV 1

Source: Indian Roads Congress (IRC)

4

Table 3 : Value of Travel Time Savings

Bus Rs./Vehicle Hour in 2009 prices

Bus 955.92

Minibus 430.13

Private & IPT

Car/Jeep/Van 175.67

Two Wheelers 50.20

Autorickshaws 57.35

Goods Vehicles

Trucks 14.22

MAV 37.33

LCV 10.13

Source: Analysis

Table 4: Peak Hour Traffic on the Project Impact Roads

Vehicle Category No. of vehicles

Bus 131

Minibus 23

Car/Jeep/Van 1,511

Two Wheelers 2,600

Autorickshaws 1,608

Trucks 7

MAV 3

LCV 160

Total 6,043

Source: Survey, 2009

Table 5: Estimated Annual Travel Time Savings due to Construction of Off-Street Parking

Facility (Rs. In Million)

Year Bus Private & IPT Goods Vehicles Total

Fast

Vehicles Bus Minibus Car/Jeep/Van Two

Wheelers

Autorickshaws Trucks MAV LCV

2006 70.00 2.07 12.98 2.74 2.58 0.00 0.00 0.02 90.40

2007 74.55 2.21 13.83 2.91 2.74 0.00 0.00 0.02 96.27

2008 79.39 2.35 14.72 3.10 2.92 0.00 0.00 0.03 102.53

2009 84.55 2.50 15.68 3.30 3.11 0.00 0.00 0.03 109.19

2010 90.05 2.67 16.70 3.52 3.32 0.00 0.00 0.03 116.29

2011 95.90 2.84 17.79 3.75 3.53 0.00 0.00 0.03 123.85

2012 102.14 3.03 18.94 3.99 3.76 0.00 0.00 0.03 131.90

2013 108.78 3.22 20.17 4.25 4.01 0.00 0.00 0.04 140.47

2014 115.85 3.43 21.49 4.53 4.27 0.00 0.01 0.04 149.60

5

2015 123.38 3.66 22.88 4.82 4.54 0.00 0.01 0.04 159.33

2016 131.39 3.89 24.37 5.14 4.84 0.01 0.01 0.04 169.68

2017 139.94 4.15 25.95 5.47 5.15 0.01 0.01 0.05 180.71

2018 149.03 4.42 27.64 5.82 5.49 0.01 0.01 0.05 192.46

2019 158.72 4.70 29.44 6.20 5.84 0.01 0.01 0.05 204.97

2020 169.04 5.01 31.35 6.61 6.22 0.01 0.01 0.05 218.29

2021 180.02 5.33 33.39 7.04 6.63 0.01 0.01 0.06 232.48

2022 191.72 5.68 35.56 7.49 7.06 0.01 0.01 0.06 247.59

2023 204.19 6.05 37.87 7.98 7.52 0.01 0.01 0.07 263.69

2024 217.46 6.44 40.33 8.50 8.01 0.01 0.01 0.07 280.83

2025 230.51 6.83 42.75 9.01 8.49 0.01 0.01 0.07 297.68

2026 244.34 7.24 45.32 9.55 9.00 0.01 0.01 0.08 315.54

2027 259.00 7.67 48.04 10.12 9.54 0.01 0.01 0.08 334.47

2028 274.54 8.13 50.92 10.73 10.11 0.01 0.01 0.09 354.54

2029 291.01 8.62 53.97 11.37 10.72 0.01 0.01 0.09 375.81

2030 308.47 9.14 57.21 12.06 11.36 0.01 0.01 0.10 398.36

2031 326.98 9.69 60.64 12.78 12.04 0.01 0.01 0.11 422.26

2032 346.60 10.27 64.28 13.55 12.76 0.01 0.02 0.11 447.59

Source: Analysis

12. User charges collected from the parked vehicles: Based on the detailed parking demand study

results and the existing trend in the vehicular parking business in the region, the following parameters

were considered for estimating the parking revenue.

Table 6: Parameters considered for the Estimation of Revenue from Parking Fee – Multi-storied Parking

Details Car Two Wheelers (TW)

Parking Space available (Nos.) 812 458

Maximum Parking demand Capacity / Day @ 5 turnover / space for

TW and @ 3 turnover / space for cars & 90 % utilisation (No. of

vehicles) 3654 2885

Initial Year Parking Demand (No. of vehicles/Day) 3289 2597

Annual Growth Rate for Parking Demand 6% 6%

Parking Fee (Rs. / two hour) 10 5

Increase in Paking Fee ( at every 3rd year) 15% 15%

13. Rental charges collected from the commercial establishments and utilities operated at the ground

floor: Based on the detailed demand study and the existing trend in the commercial rental business in the

region, the following parameters were considered for estimating the rental revenue.

6

Table 7: Estimation of Revenue from Commercial Space - Multistoried Parking

Details

Commercial Space Rent Revenue

Area proposed for

Commercial Purpose

(Sqm)

Monthly Rent

(Rs/Sqm)

Annual Rent

(Rs/Sqm)

Annual Rent (Rs

Million)

Ground Floor 3200 1000 12000 30.72

First Floor 0 1000 12000 0.00

Total 30.72

Note: only 40% of the total available space in the ground floor (8000 sqm) is considered for rental

purpose.

14. Finally the estimated project benefits during the analysis period are given in Table 8.

Table 8: Estimated Project Benefits – Multi-storied Parking in Ghaziabad Year Economic Benefits

Savings in Travel Time

Cost

Parking

Charges

Commercial Space

Revenue

Total

Benefits

2009-10 - - - -

2010-11 - - - -

2011-12 - - - -

2012-13 131.90 10.32 31.62 173.84

2013-14 140.47 10.94 31.62 183.03

2014-15 149.60 11.60 31.62 192.82

2015-16 159.33 13.34 36.22 208.89

2016-17 169.68 13.34 36.22 219.24

2017-18 180.71 14.23 36.22 231.16

2018-19 192.46 16.36 41.52 250.34

2019-20 204.97 16.36 41.52 262.85

2020-21 218.29 16.36 41.52 276.17

2021-22 232.48 18.81 47.62 298.91

2022-23 247.59 21.16 47.62 316.37

2023-24 263.69 21.16 47.62 332.47

2024-25 280.83 24.34 54.63 359.79

2025-26 297.68 24.34 54.63 376.64

2026-27 315.54 24.34 54.63 394.50

2027-28 334.47 27.99 62.68 425.14

2028-29 354.54 27.99 62.68 445.21

2029-30 375.81 27.99 62.68 466.48

2030-31 398.36 32.19 71.95 502.50

2031-32 422.26 32.19 71.95 526.40

Total 5,070.65 405.33 966.78 6,442.76

7

NPV at 12% Discount Rate

(Rs. Million) 1,078.78 86.32 218.25 1,383.36

15. Exclusions. The following benefits of transport component for the off-street parking construction

have not been quantified for want of adequate data and quantification techniques. These qualitative

benefits along with the quantifiable benefits discusses above, the proposed multi-storied parking

construction will tend to provide better living condition in the project town.

(i) improvement in the environment of the project site;

(ii) savings in VOC due to the reduction in traffic congestion at the junction;

(iii) savings in traffic accidents cost due to better traffic management; and

(iv) Effects on tourism and tourist-related businesses.

1

Appendix 1-3: Economic Cost-Benefit Analysis - Multi-Level Parking

Year Ending

March Economic Cost Economic Benefits Net Cash Flow

Capital

Cost

O & M Cost Total Cost Savings in Travel

Time Cost

Parking

Charges

Commercial

Space Revenue

Total

Benefits

2009-10 - - - - - - - -

2010-11 146.64 - 146.64 - - - - (146.64)

2011-12 219.96 - 219.96 - - - - (219.96)

2012-13 - 3.81 3.81 79.14 9.29 28.45 116.88 113.07

2013-14 - 3.81 3.81 84.28 9.85 28.45 122.58 118.77

2014-15 - 3.81 3.81 89.76 10.44 28.45 128.65 124.84

2015-16 - 3.81 3.81 95.60 12.00 32.60 140.20 136.39

2016-17 - 3.81 3.81 101.81 12.00 32.60 146.41 142.61

2017-18 - 3.81 3.81 108.43 12.80 32.60 153.83 150.02

2018-19 - 3.81 3.81 115.48 14.72 37.37 167.57 163.76

2019-20 - 3.81 3.81 122.98 14.72 37.37 175.08 171.27

2020-21 - 3.81 3.81 130.98 14.72 37.37 183.07 179.26

2021-22 - 3.81 3.81 139.49 16.93 42.86 199.28 195.47

2022-23 - 3.81 3.81 148.56 19.05 42.86 210.46 206.65

2023-24 - 3.81 3.81 158.21 19.05 42.86 220.12 216.31

2024-25 - 3.81 3.81 168.50 21.90 49.16 239.56 235.75

2025-26 - 3.81 3.81 178.61 21.90 49.16 249.67 245.86

2026-27 - 3.81 3.81 189.32 21.90 49.16 260.39 256.58

2027-28 - 3.81 3.81 200.68 25.19 56.42 282.29 278.48

2028-29 - 3.81 3.81 212.72 25.19 56.42 294.33 290.52

2029-30 - 3.81 3.81 225.49 25.19 56.42 307.09 303.28

2030-31 - 3.81 3.81 239.01 28.97 64.76 332.74 328.93

2031-32 - 3.81 3.81 253.36 28.97 64.76 347.08 343.27

Total 366.60 76.18 442.78 3,042.39 364.80 870.10 4,277.29 3,834.51

NPV at 12%

Discount Rate (Rs.

Million)

273.46 20.25 293.71 647.27 77.69 196.43 921.39 627.68

EIRR 32.97%

2

Appendix 1-3: Sensitivity Analysis - Multi-Level Parking

Total

Economic

Capital

Cost

Total

Economic

O&M Cost

Total

Economic

Benefits

Net Economic

Benefits

Total

Economic

Capital

Cost

Total

Economic

O&M Cost

Total

Economic

Benefits

Net Economic

Benefits

Total

Economi

c Capital

Cost

Total

Economi

c O&M

Cost

Total

Economic

Benefits

Net

Economic

Benefits

Total

Economic

Capital

Cost

Total

Economic

O&M Cost

Total

Economic

Benefits

Net

Economic

Benefits

Total

Economic

Capital

Cost

Total

Economic

O&M

Cost

Total

Economic

Benefits

Net

Economic

Benefits

Total

Economic

Capital

Cost

Total

Economic

O&M

Cost

Total

Economic

Benefits

Net

Economic

Benefits

2009-10 - - - - - - - - - - - - - - - - -

2010-11 146.64 - - (146.64) 175.97 - - (175.97) 146.64 - - (146.64) 146.64 - - (146.64) - - - - - - - -

2011-12 219.96 - - (219.96) 263.95 - - (263.95) 219.96 - - (219.96) 219.96 - - (219.96) 146.64 - - (146.64) 175.97 - - (175.97)

2012-13 - 3.81 116.88 113.07 - 3.81 116.88 113.07 - 4.57 116.88 112.31 - 3.81 93.51 89.70 219.96 - - (219.96) 263.95 - - (263.95)

2013-14 - 3.81 122.58 118.77 - 3.81 122.58 118.77 - 4.57 122.58 118.01 - 3.81 98.07 94.26 - 3.81 116.88 113.07 - 4.57 93.51 88.94

2014-15 - 3.81 128.65 124.84 - 3.81 128.65 124.84 - 4.57 128.65 124.08 - 3.81 102.92 99.11 - 3.81 122.58 118.77 - 4.57 98.07 93.50

2015-16 - 3.81 140.20 136.39 - 3.81 140.20 136.39 - 4.57 140.20 135.63 - 3.81 112.16 108.35 - 3.81 128.65 124.84 - 4.57 102.92 98.35

2016-17 - 3.81 146.41 142.61 - 3.81 146.41 142.61 - 4.57 146.41 141.84 - 3.81 117.13 113.32 - 3.81 140.20 136.39 - 4.57 112.16 107.59

2017-18 - 3.81 153.83 150.02 - 3.81 153.83 150.02 - 4.57 153.83 149.26 - 3.81 123.07 119.26 - 3.81 146.41 142.61 - 4.57 117.13 112.56

2018-19 - 3.81 167.57 163.76 - 3.81 167.57 163.76 - 4.57 167.57 163.00 - 3.81 134.06 130.25 - 3.81 153.83 150.02 - 4.57 123.07 118.49

2019-20 - 3.81 175.08 171.27 - 3.81 175.08 171.27 - 4.57 175.08 170.50 - 3.81 140.06 136.25 - 3.81 167.57 163.76 - 4.57 134.06 129.48

2020-21 - 3.81 183.07 179.26 - 3.81 183.07 179.26 - 4.57 183.07 178.50 - 3.81 146.46 142.65 - 3.81 175.08 171.27 - 4.57 140.06 135.49

2021-22 - 3.81 199.28 195.47 - 3.81 199.28 195.47 - 4.57 199.28 194.70 - 3.81 159.42 155.61 - 3.81 183.07 179.26 - 4.57 146.46 141.88

2022-23 - 3.81 210.46 206.65 - 3.81 210.46 206.65 - 4.57 210.46 205.89 - 3.81 168.37 164.56 - 3.81 199.28 195.47 - 4.57 159.42 154.85

2023-24 - 3.81 220.12 216.31 - 3.81 220.12 216.31 - 4.57 220.12 215.54 - 3.81 176.09 172.28 - 3.81 210.46 206.65 - 4.57 168.37 163.80

2024-25 - 3.81 239.56 235.75 - 3.81 239.56 235.75 - 4.57 239.56 234.99 - 3.81 191.65 187.84 - 3.81 220.12 216.31 - 4.57 176.09 171.52

2025-26 - 3.81 249.67 245.86 - 3.81 249.67 245.86 - 4.57 249.67 245.10 - 3.81 199.74 195.93 - 3.81 239.56 235.75 - 4.57 191.65 187.08

2026-27 - 3.81 260.39 256.58 - 3.81 260.39 256.58 - 4.57 260.39 255.82 - 3.81 208.31 204.50 - 3.81 249.67 245.86 - 4.57 199.74 195.17

2027-28 - 3.81 282.29 278.48 - 3.81 282.29 278.48 - 4.57 282.29 277.72 - 3.81 225.83 222.02 - 3.81 260.39 256.58 - 4.57 208.31 203.74

2028-29 - 3.81 294.33 290.52 - 3.81 294.33 290.52 - 4.57 294.33 289.76 - 3.81 235.46 231.65 - 3.81 282.29 278.48 - 4.57 225.83 221.26

2029-30 - 3.81 307.09 303.28 - 3.81 307.09 303.28 - 4.57 307.09 302.52 - 3.81 245.67 241.86 - 3.81 294.33 290.52 - 4.57 235.46 230.89

2030-31 - 3.81 332.74 328.93 - 3.81 332.74 328.93 - 4.57 332.74 328.17 - 3.81 266.19 262.38 - 3.81 307.09 303.28 - 4.57 245.67 241.10

2031-32 - 3.81 347.08 343.27 - 3.81 347.08 343.27 - 4.57 347.08 342.51 - 3.81 277.67 273.86 - 3.81 332.74 328.93 - 4.57 266.19 261.62

Total 366.60 76.18 4277.29 3834.51 439.92 76.18 4277.29 3761.19 366.60 91.42 4277.29 3819.27 366.60 76.18 3421.83 2979.05 366.60 72.37 3930.21 3491.24 439.92 86.85 3144.17 2617.40

NPV @12%

(Rs. Million)306.28 22.68 1031.95 703.00 367.53 22.68 1031.95 641.74 306.28 27.22 1031.95 698.46 306.28 22.68 825.56 496.61 273.46 19.97 895.78 602.35 328.15 23.96 716.62 364.50

EIRR (%) 32.97% 28.61% 32.83% 27.57% 32.90% 23.59%

Year

Base Case 20% increase in Capital Cost Scenario 20% increase in O&M Cost Scenario 20% decrease in Project Benefits Scenario One Year delay in implementation Combined effect

1

Appendix 2-1

The Constitution (Seventy-Fourth Amendment) Act, 1992

An Act Further to amend the Constitution of India

Be it enacted by Parliament in the Forty-third Year of the Republic of India as follows:-

1. (1) This Act may be called the Constitution (Seventy-fourth Amendment) Act, 1992

(2) It shall come into force on such date as the Central Government may, by notification in the

Official Gazette, appoint

2. After Part IX of the Constitution, the following Part shall be inserted, namely:-

1. ‘PART IXA’

THE MUNICIPALITIES

1.1 243P. In this Part, unless the context otherwise requires,-

(a) “Committee” means a Committee constituted under article 243S;

(b) “district’ means a district of a State;

(c) “Metropolitan area” means an area having a population of ten lakhs or more

comprised in one or more districts and consisting of two or more Municipalities

or Panchayats or other contiguous areas, specified by the Governor by public

notification to be a Metropolitan area for the purposes of this Part;

(d) “Municipal area” means the territorial area of a Municipality as is notified by the

Governor;

(e) “Municipality” means an institution of self-government constituted under article

243Q;

(f) “Panchayat” means a Panchayat constituted under article 243B;

(a) “population” means the population as ascertained at the last preceding census of which

the relevant figures have been published.

243Q. (1) There shall be constituted in every State,-

(a) a Nagar Panchayat (by whatever name called) for a transitional area, that is to say, an area

in transition from a rural area to an urban area;

(b) a Municipal Council for a smaller urban area; and

(c) a Municipal Corporation for a larger urban area,

in accordance with the provisions of this Part:

Provided that a Municipality under this clause may not be constituted in such urban area or part

thereof as the Governor may, having regard to the size of the area and the municipal services being

provided or proposed to be provided by an industrial establishment in that area and such other factors

as he may deem fit, by public notification, specify to be an industrial township.

(2) In this article, “a transitional area” “a smaller urban area” or “a larger urban area” means such area

as the Governor may, having regard to the population of the area, the density of the population therein

the revenue generated for local administration, the percentage of employment in non-agricultural

activities, the economic importance or such other factors as he may deem fit, specify by public

notification for the purposes of this Part.

243R. (1) Save as provided in clause (2), all the seats in a Municipality shall be filled by persons

chosen by direct election from the territorial constituencies in the Municipal area and for this purpose

each Municipal area shall be divided into territorial constituencies to be known as wards.

(2) The Legislature of a State may, by law, provide,-

(a) for the representation in a Municipality of –

2

(i) persons having special knowledge or experience in Municipal administration;

(ii) the members of the House of the People and the members of the Legislative Assembly of the State

representing constituencies which comprise wholly or partly the Municipal area;

(iii) the members of the Council of States and the members of the Legislative Council of the State

registered as electors within the Municipal area;

(iv) the Chairpersons of the Committees constituted under clause (5) of article 243S.

Provided that the persons referred to in paragraph (i) shall not have the right to vote in the meetings of

the Municipality;

(b) the manner of election of the Chairperson of a Municipality.

243S. (1) There shall be constituted Wards Committees, consisting of one or more wards, within the

territorial area of a Municipality having a population of three lakhs or more.

(2) The Legislature of a State may, by law, make provision with respect to-

(a) the composition and the territorial area of a Wards Committee;

(b) the manner in which the seats in a Wards Committee shall be filled

(3) A member of a Municipality representing a ward within the territorial area of the Wards

Committee shall be a member of that Committee.

(4) Where a Wards Committee consists of –

(a) one ward, the member representing that ward in the Municipality; or

(b) two or more wards, one of the members representing such wards in the

Municipality elected by the Members of the Wards Committee, shall be the Chairperson of

that Committee.

(5) Nothing in this article shall be deemed to prevent the Legislature of a State from making any

provision for the constitution of Committees in addition to the Wards Committees.

243T. (1) Seats shall be reserved for the Scheduled Castes and the Scheduled Tribes in every

Municipality and the number of seats so reserved shall bear, as nearly as may be, the same proportion

to the total number of seats to be filled by direct election in that Municipality as the population of the

Scheduled Castes in the Municipal area or of the Scheduled Tribes in the Municipal area bears to the

total population of that area and such seats may be allotted by rotation to different constituencies in a

Municipality.

(2) Not less than one-third of the total number of seats reserved under clause (1) shall be reserved for

women belonging to the Scheduled Castes or, as the case may be, the Scheduled Tribes.

(3) Not less than one-third (including the number of seats reserved for women belonging to the

Scheduled Castes and the Scheduled Tribes) of the total number of seats to be filled by direct election

in every Municipality shall be reserved for women and such seats may be allotted by rotation to

different constituencies in a Municipality.

(4) The office of Chairpersons in the Municipalities shall be reserved for the Scheduled Castes, the

Scheduled Tribes and women in such manner as the Legislature of a State may, by law, provide.

(5) The reservation of seats under clauses (1) and (2) and the reservation of office of Chairpersons

(other than the reservation for women) under clause (4) shall cease to have effect on the expiration of

the period specified in article 334.

(6) Nothing in this Part shall prevent the Legislature of a State from making any provision for

reservation of seats in any Municipality or office of Chairpersons in the Municipalities in favour of

backward class of citizens.

243U. (1) Every Municipality, unless sooner dissolved under any law for the time being in force, shall

continue for five years from the date appointed for its first meeting and no longer:

Provided that a Municipality shall be given a reasonable opportunity of being heard before its

dissolution.

(2) No amendment of any law for the time being in force shall have the effect of causing dissolution

of a Municipality at any level, which is functioning immediately before such amendment, till the

expiration of its duration specified in clause (1).

(3) An election to constitute a Municipality shall be completed,-

(a) before the expiry of its duration specified in clause (1);

3

(b) before the expiration of a period of six months from the date of its dissolution:

Provided that where the remainder of the period for which the dissolved Municipality would have

continued is less than six months, it shall not be necessary to hold any election under this clause for

constituting the Municipality for such period.

(4) A Municipality constituted upon the dissolution of Municipality before the expiration of its

duration shall continue only for the remainder of the period for which the dissolved Municipality

would have continued under clause (1) had it not been so dissolved.

243V. (1) A person shall be disqualified for being chosen as, and for being, a member of a

Municipality-

(a) if he is so disqualified by or under any law for the time being in force for the

purposes of elections to the Legislature of the State concerned:

Provided that no person shall be disqualified on the ground that he is less than twenty-five years of

age, if he has attained the age of twenty-one years;

(b) if he is so disqualified by or under any law made by the Legislature of the State.

(2) If any question arises as to whether a member of a Municipality has become subject to any of the

disqualifications mentioned in clause (1), the question shall be referred for the decision of such

authority and in such manner as the Legislature of a State may, by law, provide.

243W. Subject to the provisions of this Constitution, the Legislature of State may, by law, endow-

(a) The Municipalities with such powers and authority as may be necessary to enable them to

function as institutions of self-government and such law may contain provision for the devolution of

powers and responsibilities upon Municipalities, subject to such conditions as may be specified

therein, with respect to-

(i) the preparation of plans for economic development and social justice;

(ii) the performance of functions and the implementation of schemes as may be entrusted to them

including those in relation to the matter listed in the Twelfth Schedule;

(b) the committees with such powers and authority as may be necessary to enable them to

carry out the responsibilities conferred upon them including those in relation to the matters listed in

the Twelfth Schedule.

1.2 243X. The Legislature of a State may, by law-

(a) authorise a Municipality to levy, collect and appropriate such taxes, duties, tolls and fees

in accordance with such procedure and subject to such limits;

(b) assign to a Municipality such taxes, duties, tolls and fees levied and collected by the State

Government for such purposes and subject to such conditions and limits;

(c) provide for making such grants-in-aid to the Municipalities from the Consolidated Fund of

the State; and

(d) provide for constitution of such funds for crediting all moneys received, respectively, by

or on behalf of the Municipalities and also for the withdrawal of such moneys therefrom,

as may be specified in the law.

243Y. (1) The Finance Commission constituted under article 243-I shall also review the financial

position of the Municipalities and make recommendations to the Governor as to-

(a) the principles which should govern-

4

(i) the distribution between the State and the Municipalities of the net proceeds of the taxes, duties,

tolls and fees leviable by the State, which may be divided between them under this Part and the

allocation between the Municipalities at all levels of their respective shares of such proceeds;

(ii) the determination of the taxes duties, tolls and fees which may be assigned to, or appropriated by,

the Municipalities;

(iii) the grants-in-aid to the Municipalities from the Consolidated Fund of the State;

(b) the measures needed to improve the financial position of the Municipalities;

(c) any other matter referred to the Finance Commission by the Governor in the interests of

sound finance of the Municipalities.

(2) The Governor shall cause every recommendation made by the Commission under this article

together with an explanatory memorandum as to the action taken thereon to be laid before the

Legislature of the State.

243Z. The Legislature of a State may, by law, make provisions with respect to the maintenance of

accounts by the Municipalities and the audit of such accounts.

243ZA. (1) The superintendence, direction and control of the preparation of electoral rolls for, and the

conduct of, all elections to the Municipalities shall be vested in the State Election Commission

referred to in article 243K.

(2) Subject to the provisions of this Constitution, the Legislature of a State may, by law, make

provision with respect to all matters relating to or in connection with, elections to the Municipalities.

243ZB. The provisions of this Part shall apply to the Union territories and shall, in their application to

a Union territory, have effect as if the references to the Governor of a State were references to the

Administrator of the Union Territory appointed under article 239 and references to the Legislature or

the Legislative Assembly of a State were references in relation to a Union Territory having a

Legislative Assembly, to that Legislative Assembly.

Provided that the President may, by public notification, direct that the provisions of this Part shall

apply to any Union territory or part thereof subject to such exceptions and modifications as he may

specify in the notification.

243ZC. (1) Nothing in this Part shall apply to the Scheduled Areas referred to in clause (1), and the

tribal areas referred to in clause (2), of article 244.

(2) Nothing in this Part shall be construed to affect the functions and powers of the Darjeeling Gorkha

Hill Council constituted under any law for the time being in force for the hill areas of the distinct of

Darjeeling in the State of West Bengal.

(3) Notwithstanding anything in this Constitution, Parliament may, by law, extend the provisions of

this Part to the Scheduled Areas and the tribal areas referred to in clause (1) subject to such exceptions

and modifications as may be specified in such law, and no such law shall be deemed to be an

amendment of this Constitution for the purposes of article 368.

243ZD. (1) There shall be constituted in every State at the district level a District Planning Committee

to consolidate the plans prepared by the Panchayats and the Municipalities in the district and to

prepare a draft development plan for the district as a whole.

(2) The Legislature of a State may by law, make provision with respect to-

(a) the composition of the District Planning Committees;

(b) the manner in which the seats in such Committees shall be filled:

Provided that not less than four-fifths of the total number of members of such Committee shall be

elected by, and from amongst, the elected members of the Panchayat at the diacritic level and of the

Municipalities in the district in proportion to the ratio between the population of the rural areas and of

the urban areas in the district;

5

(c) the functions relating to district planning which may be assigned to such

Committees;

(d) the manner in which the Chairpersons of such Committee shall be chosen.

(3) Every District Planning Committee shall, in preparing the draft development plan, -

(a) have regard to -

(i) matters of common interest between the Panchayats and the Municipalities including spatial

planning, sharing of water and other physical and natural resources, the integrated development of

infrastructure and environmental conservation;

(ii) the extent and type of available resources whether financial or otherwise;

(b) consult such institutions and organisations as the Governor may, by order, specify.

(4) The Chairpersons of every District Planning Committee shall forward the development plan, as

recommended by such Committee, to the Government of the State.

243ZE.(1) There shall be constituted in every metropolitan area a Metropolitan Planning Committee

to prepare a draft development plan for the Metropolitan area as a whole.

(2) The legislature of a State may, by law, make provision with respect to –

(a) the composition of the Metropolitan Planning Committees;

(b) the manner in which the seats in such Committees shall be filled:

Provided that not less than two-thirds of the members of such Committee shall be elected by, and

from amongst the elected members of the municipalities and chairpersons of the Panchayats in the

Metropolitan area in proportion to the ratio between the population of the Municipalities and of the

Panchayats in that area;

(c) the representation in such Committees of the Government of India and the Government of the

State and of such organisation and institutions as may be deemed necessary for carrying out of

functions assigned to such Committees;

(d) the functions relating to planning and coordination for the metropolitan area which may be

assigned to such Committees;

(e) the manner in which the Chairpersons of such Committees shall be chosen.

(3) Every Metropolitan Planning Committee shall, in preparing the draft development plan -

(a) have regard to –

(i) the plans prepared by the Municipalities and the Panchayats in the Metropolitan area;

(ii) matter of common interest between the Municipalities and the Panchayats, including coordinated

spatial planning of the area, sharing of water and other physical and natural resources, the integrated

development of infrastructure and environmental conservation;

(iii) the overall objectives and priorities set by the Government of India and the Government of the

State;

(iv) the extent and nature of investments likely to be made in Metropolitan area by agencies of the

Government of India and of the Government of the State and other available resources whether

financial or otherwise;

(b) consult such institutions and organizations as the Governor may, by order, specify.

(4) The Chairperson of every Metropolitan Planning Committee shall forward the development plan,

as recommended by such Committee, to the Government of the State.

243ZF. Notwithstanding anything in this Part, any provision of any law relating to Municipalities in

force in a State immediately before the commencement of the Constitution (Seventy-fourth

Amendment) act, 1992, which is inconsistent with the provisions of this Part, shall continue to be in

force until amended or repealed by the competent Legislature or other competent authority or until the

expiration of one year from such commencement, whichever is earlier:

6

Provided that all the Municipalities existing immediately before such commencement shall continue

till the expiration of their duration, unless sooner dissolved by a resolution passed to that effect by the

Legislative Assembly of that State or, in the case of a State having a Legislative Council, by each

House of the Legislature of the State.

243ZG. Notwithstanding anything in this Constitution -

(a) the validity of any law relating to the delimitation of constituencies or the allotment of seats to

such constituencies, made or purporting to be made under article 243ZA shall not be called in

question in any count;

(b) no election to any Municipality shall be called in question except by an election petition presented

to such authority and in such manner as is provided for by or under any law made by the Legislature

of a State;

(3). In clause (3) of article 280 of the Constitution, sub clause (c) shall be lettered as sub-clause (d)

and before sub-clause (d) as so relettered, the following sub-clause shall be inserted, namely:-

“(c) the measures needed to augment the Consolidated Fund of a State to supplement the resources of

the Municipalities in the State on the basis of the recommendations made by the Finance Commission

of the State;”.

(4) After the Eleventh Schedule to the Constitution, the following Schedule shall be added, namely:-

“TWELFTH SCHEDULE

(Article 243W)

1. Urban Planning including town planning

2. Regulation of land-use and construction of buildings.

3. Planning for economic and social developments

4. Roads and bridges.

5. Water supply for domestic, industrial and commercial purposes.

6. Public health, sanitation conservancy and solid waste management.

7. Fire services.

8. Urban forestry, protection of the environment and promotion of ecological aspects.

9. Safeguarding the interests of weaker sections of society, including the handicapped and mentally

retarded.

10. Slum improvement and upgradation.

11. Urban poverty alleviation.

12. Provision of urban amenities and facilities such as parks, gardens, playgrounds.

13. Promotion of cultural, educational and aesthetic aspects.

14. Burials and burial grounds; cremations, cremation grounds and electric crematoriums.

15. Cattle pounds; prevention of cruelty to animals.

16. Vital statistics including registration of births and deaths.

17. Public amenities including street lighting, parking lots, bus stops and public conveniences.

18. Regulation of slaughter houses and tanneries”.

7

EXTRACT OF ARTICLE 243-I & 243-K FROM CLAUSE 2 OF THE CONSTITUTION (73RD

AMENDMENT) ACT, 1992 WHICH ARE REFERRED TO IN THE CONSTITUTION

(74TH

AMENDMENT ) ACT, 1992

243-I. (1) The Governor of a State shall, as soon as may be within one year from the commencement

of the Constitution (Seventy-third Amendment) Act, 1992, and thereafter at the expiration of every

fifth year, constitute a Finance Commission to review the financial position of the Panchayats and to

make recommendations to the Governor as to :-

(a) the principles which should govern-

(i) the distribution between the State and the Panchayats of the net proceeds of the taxes, duties, tolls

and fees leviable by the State, which may be divided between them under this Part and the allocation

between the Panchayats at all levels of their respective shares of such proceeds;

(ii) the determination of the taxes, duties, tolls and fees which may be assigned to, or appropriated by,

the Panchayats;

(iii) the grants-in-aid to the Panchayats from the Consolidated Fund of the State;

(b) the measures needed to improve the financial position of the Panchayats;

(c) any other matter referred to the Finance Commission by the Governor in the interests of sound

finance of the Panchayats.

(2) The Legislature of a State may, by law, provide for the composition of the Commission,

the qualifications which shall be requisite for appointment as members thereof and the manner in

which they shall be selected.

(3) The Commission shall determine their procedure and shall have such powers in the performance

of their functions as the Legislature of the State may, by law, confer on them.

(4) The Governor shall cause every recommendation made by the Commission under this article

together with an explanatory memorandum as to the action taken thereon to be laid before the

Legislature of the State.

243K(1) The Superintendence, direction and control of the preparation of electoral rolls for, and the

conduct of, all elections to the Panchayats shall be vested in a State Election Commission consisting

of a State Election Commissioner to be appointed by the Governor.

(2) Subject to the provisions of any law made by the Legislature of a State, the conditions of service

and tenure of office of the State Election Commissioner shall be such as the Governor may by rule

determine;

Provided that the State Election Commissioner shall not be removed from his office except in like

manner and on the like grounds as judge of High Court and the conditions of service of the State

Election Commissioner shall not be varied to his disadvantage after his appointment.

(3) The Governor of a State shall, when so requested by the State Election Commission, make

available to the State Election Commission such staff as may be necessary for the discharge of the

functions conferred on the State Election Commission by Clause (1).

(4) Subject to the provisions of this Constitution, the Legislature of a State may, by law, make

provision with respect to all matters relating to, or in connection with elections to the Panchayats.

******

1

Appendix 2-2

National Capital Region Planning Board (NCRPB)

1. The National Capital Region Planning Board (NCRPB), constituted in 1985 under the provisions of

NCRPB Act, 19851, is a statutory body functioning under the Ministry of Urban Development, Government of

India. NCRPB has a mandate to systematically develop the National Capital Region (NCR) of India which

comprises of (i) National Capital Territory Delhi (constitutes 4.4 percent of NCR area); (ii) Haryana Sub-

region (40.0 percent of NCR area); (iii) Rajasthan Sub-region (23.3 percent of NCR area);(iv) Uttar Pradesh

Sub-region (32.3 percent of NCR area) and (v) Five Counter Magnet Areas (CMA) The project town

Ghaziabad City also part of the NCR.

2. According to the NCRPB Act, 1985

major functions of the Board include:

(i)Preparation of the Regional Plan and

Functional Plans; (ii) Coordinate enforcement

and implementation of the Regional Plan,

Functional Plans, Sub-regional Plans, and

Project Plans through the participating states

and NCT; (iii) Ensure proper and systematic

programming by the participating states and the

NCT in project formulation, determination of

priorities in NCR or Sub-regions and phasing of

the development of NCR in accordance with

the stages indicated in regional plan; and, (v) Arrange and oversee the financing of selected development

project in the NCR through Central and State Plan funds and other sources of revenue.

3. NCRPB has prepared regional plan for NCR area with the perspective year 2021. Further, the Board

also initiated preparation of functional plans to elaborate one or more elements of the Regional Plan.

Accordingly the functional plan for water supply and transport is under preparation but plans for other

infrastructure is yet to take off.

4. NCRPB has been providing financial assistance to the participating state governments, ULBs, and

other IAs in the NCR and in counter magnet towns. Till March 2008, NCRPB has financed 212 infrastructure

projects involving total project outlays exceeding Rs. 139 billion. It has sanctioned loans amounting to Rs. 53

billion and disbursed Rs. 33.3 billion2. NCRPB gives significant emphasis for building water supply and

sanitation infrastructure.

5. NCRPB Act 1985, Chapter VI discusses the provisions for finance, accounts and audit that regulate

1 THE NATIONAL CAPITAL REGION PLANNING BOARD ACT, 1985, No.2 OF 1985, 9th February, 1985,

published by The Gazette of India on FEBRUARY 11, 1985. This Act provide for the constitution of a Planning

Board for the preparation of a plan for the development of the National Capital Region and for co-ordinating and

monitoring the implementation of such plan and for evolving harmonized policies for the control of land-uses and

development of infrastructure in the National Capital Region so as to avoid any haphazard development of that

region and for matters connected therewith or incidental thereto 2 Annual Report 2007-2008, NCRPB

NCRPB - Income & Expenditure Account (Plan)

-

200.00

400.00

600.00

800.00

1,000.00

1,200.00

1,400.00

1,600.00

1,800.00

2,000.00

31-3-2003 31-3-2004 31-3-2005 3/31/2006 3/31/2008 3/31/2009

Financial Year ending

Rs.

Mil

lio

n

Plan

Expenditure

Plan Income

Excess of

Plan Income

Over Plan

Expenditure

2

NCRPB accounting policies. It discusses about the financial sources, constitution of NCRPB Fund,

requirement of annual budget, annual report etc, account and audit requirements, Annual auditors’ report and

report to be laid before Parliament.

6. The accounts of the NCRPB will be maintained and audited in such manner as may be prescribed in

consultation with the Comptroller and Auditor-General of India and the Board will furnish, to the Central

Government, before such date as may be prescribed, a copy of its audited accounts together with the auditors’

report thereon. Annual auditors’ report and report to be laid before Parliament.

7. NCRPB maintains annual accounts in the form of Income & Expenditure Account (Plan & Non-Plan),

Balance Sheets and detailed Receipts & Payment Account with appropriate Schedules. Review of NCRPB

Annual Accounts during the period FY 2002-03 to FY 2008-09 indicate the following: (Table Error! No text of specified style in document.-1)

• Income, expenditure and net revenue under Plan head form the major revenue source

• Plan income is observed with fluctuating trend over the analysis period.

• Plan expenditure found drastically reduced from Rs 1055 million in FY 2002-03 to Rs 252 million

in FY 2008-09 which had resulted in increase trend of net plan income.

• Under Non-Plan head, both income and expenditure found to be more or less equal resulting no

surplus during the analysis period.

• Under non-plan, salaries and office expenses are the major expenditure items and grant in-aids

and interest receipts from provident fund are the major revenue item.

NCRPB - Income Expenditure Account (Non-Plan)

(60.00)

(40.00)

(20.00)

-

20.00

40.00

60.00

80.00

31-3-2003 31-3-2004 31-3-2005 3/31/2006 3/31/2008 3/31/2009

Financial Year Ending

Rs. M

illio

n

Non-Plan

Expenditure

Non-Plan

Income

Excess of

Non-Plan

Income Over

N Pl

3

Table Error! No text of specified style in document.-1: NCRPB – Summary of Income & Expenditure

Account

Details Financial Year Ending

31/3/2003 31/3/2004 31/3/2005 3/31/2006 3/31/2008 3/31/2009

Plan Expenditure 1,055.55 790.47 432.30 403.89 63.83 252.48

Plan Income 1,796.15 1,584.47 1,190.45 1,136.77 1,141.03 1,411.11

Excess of Plan Income Over Plan

Expenditure

740.60 794.00 758.14 732.88 1,077.20 1,158.63

Non-Plan Expenditure 15.14 17.94 18.96 18.32 59.99 24.62

Non-Plan Income 15.92 18.03 19.07 18.38 19.55 24.84

Excess of Non-Plan Income Over

Non-Plan Expenditure

0.78 0.10 0.10 0.06 (40.44) 0.22

Total Expenditure 1,070.69 808.41 451.27 422.21 123.83 277.10

Total Income 1,812.07 1,602.50 1,209.51 1,155.15 1,160.58 1,435.95

Excess of Total Income Over

Total Expenditure

741.38 794.10 758.25 732.94 1,036.75 1,158.85

Source: NCRPB Annual Reports & Annual Accounts

8. NCR Planning Board continued to provide financial assistance to the constituent States / NCT of Delhi

and their implementing agencies in the form of loans upto a maximum of 75% of the estimated cost of

Projects. The constituent States of NCR/ NCT of Delhi or its implementing agency contributed a minimum of

25% of the project cost as its counter-part share. During the recent years, NCRPB’s lending activity had

increased considerably and from the FY 2005-06 its annual loan dispersal had crossed Rs 300 crores. Rs 705

crores were distributed as loan to infrastructure development projects during the FY 2007-08 in which

transport, power and water supply were the major sectors constituting 81% of the loan dispersal.

9. There recovery rate of interest and installment of principal amount from any State Government or its

implementing agencies was found to be good over the years. except one from the Patiala Urban Planning &

Development Authority (PDA), Govt. of Punjab in respect of sewerage scheme of Patiala Municipal

Corporation

NCRPB - Income & Expenditure Account (Plan & Non-Plan)

-

200.00

400.00

600.00

800.00

1,000.00

1,200.00

1,400.00

1,600.00

1,800.00

2,000.00

31-3-2003 31-3-2004 31-3-2005 3/31/2006 3/31/2008 3/31/2009

Financial Year Ending

Rs

. M

illi

on

Total

Expenditure

Total Income

Excess of

Total Income

Over Total

Expenditure

4

10. In order to meet the gap between budgetary support and actual fund requirement for providing

financial assistance for the infrastructure development, the Board raises from the capital market by issuing

unsecured redeemable non-convertible taxable bonds periodically. The bonds have also been listed at National

Stock Exchange (NSE)-WDM segment.

1

Appendix 2-3

Impact of 73rd & 74th Amendments on ULBs in Uttar Pradesh

The two historic and much talked about 73rd and 74th amendments to the Constitution of India,

envisaged a total change in the process of self-governance and planning. The objectives of the

amendments were loud and clear: a better plan and its better implementation.

Consequent to the enactment of the 73rd Constitution Amendment Act Uttar Pradesh enacted

appropriate legislations for setting up strong, viable local bodies. The Uttar Pradesh Local Self

Government Laws (Amendment) Act 1994 was passed by the legislature of Uttar Pradesh to

incorporate the mandatory provisions of the CAA 1992. The new laws came into force from

31.5.1994. -

Various aspects of Self Governance, under the Urban Local Bodies systems have been discussed

below in greater detail.

Urban Local Bodies

Following the 74th Constitutional Amendment Act, 1992, the Government of Uttar Pradesh has taken

steps to set up the democratic governance in urban local bodies have been accorded Constitutional

Status, they have also been made democratic by way of providing representation of weaker sections of

society and women. The functional domain of the ULBs has also been enlarged.

Conformity Legislations in State

The Uttar Pradesh Local Self Government Laws (Amendment ) Act, 1994 was passed by the

legislature of Uttar Pradesh to incorporate the mandatory provisions of the CCA 1992. The new laws

came into force from 31.05.1994, Some of the salient changes made in the municipal laws through the

Amendment Act, 1994 have been highlighted below.

The U.P. Municipal Corporations Act, 1959 and U.P, Municipalities Act, 1966 have been amended

and renamed as U.P. Nagar Nigam Act, 1959 and U.P. Nagar Palika Act 1916, while the United

provinces Town Area Act, 1914 has been repeated.

Through these amendments following three categories of Urban Local Bodies have been created in the

State:

Nagar Nigams (Municipal Corporations) 12

Nagar Palika Parishads (Municipal Boards) 194

Nagar Panchayats (Town Panchayats) 422

Total: 628

Expanding Functional Domains of ULBs

As provided under XII th Schedule of the Constitution, following 12 functions have been added to

the duties of the urban local bodies:

o Providing water supply for domestic, industrial and commercial purpose, • Establishing maintaining and assisting maternity center and child welfare and birth control

clinics and promoting control family welfare and small family norm, • Regulating tanneries,

o Construction and maintenance of parking lots, bus stops and public convenience:

o promoting urban forestry and ecological aspects and protection of the environment.

2

• Safeguarding the interests of weaker sections of society including the handicapped and

mentally retarded, • Promoting cultural educational and aesthetic aspects • Constructing and maintaining cattle ponds and preventing cruelty to animals, • Slum improvement and upgradation, • Urban poverty alleviation and facilities such as gardens, public parks and play grounds.

Delegation of Rule Making Powers:

Powers regarding the framing and making the bye-laws has been delegated to the local bodies subject

to the only condition that the bye-laws will take effort only after the have been confirmed by the State

Government and published in the official gazette.

Previously State Government was empowered by the Act to make rules for Nagar Palika Parishads

and Nagar Panchayats. These Powers have now been decentralized and delegated to the Divisional

Commissioners, who are the Prescribed Authority for this purpose.

Financial Autonomy

Financial powers of Nagar Ayukt in case of Nagar Nigams and President in case of Nagar Palika

Parishads and Nagar Panchayats have been increased as under:

Type of ULBs Authority Financial Powers

Before 74th

Amendment

After74th Amendment

Nagar Nigams Nagar Ayukt Upto Rs.10,000 UptoRs. 1,00,000

Nagar Palika Parishads President UptoRs. 10,000 UptoRs.50,000

Nagar Panchayats President Upto Rs. 3000 Upto Rs. 15,000

Devolution of State Revenues

The First State Finance Commission of U.P. has recommended that 7 percent of net tax receipts of the

State Government should be transferred to ULBs. the respective shares of Nagar Nigams, Nagar

Palika Parishads and Nagar Panchayats were 3.12%,3.12% and 0.76%. Inter-se distribution within

each category was on the basis of population and area (1991) with respective weight of 80% and 20%.

The State Government accepted this recommendations. With this, the flow of funds to ULBs has

become regular and its distribution among ULBs has been rationalized and limited to objective

criteria. In this context,the Second State Finance Commission of U.P.has recommended that 7.5

percent of net tax receipts of the State Government should be transferred to ULBs.The flow of funds

to ULBs has substantially increased in recent years as shown in the table below.

Year Funds developed (Rs.in crore)

1997-98 415.83

1998-99 504.22

1999-2000 537.89

2000-01 628.92

2001-02 682.31

2002-03 765.74

2003-04 825.00

2004-05 877.00

3

To improve the financial position of ULBs and compel them to take more internal resources

imposition of all taxes enumerated in the Municipal Acts, has been made compulsory since September

1998. Ten percent of devolution share has been linked to the financial performance of ULBs.

Previously, the State Government was empowered by the Act, to make rules regarding taxation and

other purpose for Nagar Palika Parishad and Nagar Panchayat. These powers have been decentralized

and delegated to the Divisional Commissioners, who are the Prescribed Authority for this purpose.

Property Tax constitutes the most important own source of revenue of ULBs. The First Finance

Commission made several suggestions to reform the property tax system in the state. which were

accepted by the State Government. An area based self-assessment system of property tax has been

introduced in 11 Municipal Corporation Towns of the State in the first place to strengthen the

financial position of the ULBs.

Inspite of all these measures, the financial position of ULBs in the State contiunes to be precarious

and they are often unable to meet expenditure on salaries and other essential services like power dues.

As a result, the quality of urban services remains poor Urgent steps are therefore, called to revamp the

financial situation of ULBs. The fiscal domain of these bodies needs to be expanded and they have to

be persuaded to take steps to raise revenue from their own resources. Assess of these bodies to

institutional sources of funding and capital market has to be improved.

Thus the enactment of 73rd and 74th Constitutional Amendment Bills 1992 has paved the way for the

creation of institutional structures for realizing the goals of self governance under the Panchayati Raj

and Urban Local Bodies systems. It has accelerated the socio-economic development through

democratic decentralization of governance within a participatory framework at the grassroot level.

1

Appendix 2-4: Municipal Financial Performance – Ghaziabad Nagar Nigam

A. Overview

1. Financial sustainability of infrastructure investments is determined based on Ghaziabad

Nagar Nigam (GNN) ability to sustain investments (through debt servicing, equity

contribution and operation and maintenance) from the municipal fund. Most sub-projects

undertaken in ULBs (in the State and across Ghaziabad) are financially unviable if they

are to take recourse to project revenue. Municipal taxes and non-taxes generally

supplement the shortfall in debt repayment and O&M. Financial sustainability analysis for

Ghaziabad Nagar Nigam is therefore based on the municipal fund’s ability to pay for sub-

project costs. Reforms initiatives are subsequently based on resource mobilization and

expenditure management initiatives required for CDP sustainability.

2. The current section on Financial Sustainability reviews Ghaziabad Nagar Nigam’s fiscal

status (Revenue/Current Account and Capital Account) and assesses the GNN’s ability to

finance and sustain the proposed infrastructure investments.

3. Financial sustainability addresses the required as well as appropriate taxation and tariff

reforms. Ghaziabad Nagar Nigam Revenue Account and sub-project cash flows take

cognizance of policy directives undertaken by Ghaziabad Nagar Nigam in addressing

infrastructure investment and sustenance needs – the focus is on property taxation, water,

sewer/drainage and conservancy charges. While the Nagar Nigam continues to draw a

substantial proportion of its income from government grant, in lieu of Octroi, in the long-

term, the strategy of GNN shall be to capitalize on the benefits accruing from property

taxes. Urban infrastructure investments as part of the city development plan (CDP) should

recognize the fact that property taxes pay for capital investments and user charges pay for

system operation and maintenance – given the aforesaid approach, the financial

sustainability analysis focuses on reviewing net cash flows arising out of taxation and

tariff reforms.

B. Structure of Municipal Finances in ULB

4. The review of finances involves a time-series analysis of the income and expenditure of

the Ghaziabad Nagar Nigam (GNN) to ascertain the trends and the major sources and uses

of funds. In addition to this, certain key financial indicators relating to property tax, water

tax, per capita income, per capita expenditure and debt servicing; have been considered to

assess the financial performance of the GNN. The booking of transactions in GNN is

carried out under major and minor heads. The GNN perform a series of obligatory and

discretionary functions according to the powers vested through the Uttar Pradesh.

Municipal Corporations Act, 1959 and Uttar Pradesh Local Self Government Laws

(Amendment ) Act, 1994. . Under this Act, the GNN is empowered to levy taxes and rates.

The Act, allows the GNN to levy property tax, duty on transfers of immovable property in

the shape of an additional stamp duty, and tax on advertisements. To improve the financial

position of ULBs and compel them to take more internal resources imposition of all taxes

enumerated in the Municipal Acts, has been made compulsory since September 1998.

2

5. Property Tax constitutes the most important own source of revenue of ULBs. The First

Finance Commission made several suggestions to reform the property tax system in the

state. which were accepted by the State Government. An area based self-assessment

system of property tax has been introduced in 11 Municipal Corporation Towns of the

State in the first place to strengthen the financial position of the ULBs.

6. Most of the ULBs including GNN in UP State are following the single entry manual

accounting system, which is highly inefficient in terms transparency of information like

current liabilities and assets and lack of financial management information. Also, manual

accounting system proved time-consuming. Instead, the double entry computerized

accounting system will be quick, efficient and systematic. Various items in the balance

sheet could now be bifurcated into various components and information for different

period was made available. This facilitated fast and efficient strategic decisions.

7. While urban local bodies are service organizations, efficient management of municipal

finances is imperative to service the urban populace. Key sources of revenue consist of

taxes, charges, and state transfers; and key items of expenditure are staff salaries,

establishment charges, and operation and maintenance of infrastructure.

8. The Municipal Accounts code of Government of Uttar Pradesh prescribes the organization

of the municipal fund into three broad categories of General Account, Capital Account and

Debt and Suspense (or Extraordinary) Account. Based on the availability, revenue account

data collected from the annual accounts of GNN were compiled and analyzed. For the

purpose of municipal fiscal assessment, financial data pertaining to the last five years

(2001-02 to 2005-06) were compiled in an abstract format (Table 1).

Table 1 : Details of Revenue & Expenditure - Ghaziabad Nagar Nigam

Figures in Lakh INR

Sl. No. Details 2001-02 2002-03 2003-04 2004-05 2005-06

I. Revenue

1 Income from Taxes 1,890 2,208 1,669 3,096 2,839

43.1% 41.3% 32.3% 47.9% 41.7%

2 Other Income 488 875 1,148 887 1,238

11.1% 16.4% 22.2% 13.7% 18.2%

3 Water charges 12 24 24 14 24

0.3% 0.4% 0.5% 0.2% 0.4%

4 Govt. Transfers/ Grants 1787 2056 2262 2438 2668

40.8% 38.5% 43.8% 37.7% 39.1%

5 Revenue from Sale 204 178 62 35 46

4.7% 3.3% 1.2% 0.5% 0.7%

TOTAL 4,381 5,341 5,165 6,470 6,815

100.0% 100.0% 100.0% 100.0% 100.0%

II Expenditure

1 General Administration 412 435 475 505 583

3

9.5% 9.3% 9.1% 8.4% 11.6%

2 Development Works & Repairs 1349 1774 1619 1514 1045

31.2% 37.8% 31.1% 25.0% 20.9%

3 Water Supply & Distribution 698 626 752 1442 1045

16.2% 13.3% 14.5% 23.8% 20.9%

4 Others 1860 1864 2358 2586 2335

43.1% 39.7% 45.3% 42.8% 46.6%

TOTAL 4319 4699 5204 6047 5008

100.0% 100.0% 100.0% 100.0% 100.0%

III. Surplus / Deficit 62 642 (39) 423 1,807

C. Revenue Account

9. The Revenue Account

comprises of recurring

items of income and

expenditure, which are

essentially financial

transactions related to

Ghaziabad Nagar

Nigam’s daily

operations. Accruals to

the municipal fund are

applied to carry out

designated municipal

functions and services.

Revenue Account comprises: (i) Revenue Income, comprising taxes, non-taxes, assigned

revenues, and grants and contributions; and (ii) Revenue Expenditure, comprising

establishment, operation and maintenance (on urban basic services) and debt servicing.

Table below summarizes the status of GNN’s Revenue Account.

Table 2: Ghaziabad Nagar Nigam Revenue Account

Item 2001-02 2002-03 2003-04 2004-05 2005-06

Rs. lakh

Revenue Income 4,381 5,341 5,165 6,470 6,815

Revenue Expenditure 4319 4699 5204 6047 5008

Surplus / Deficit 62 642 (39) 423 1,807

Source: Ghaziabad Nagar Nigam.

1. Revenue Income

10. Revenue income found increased at a compounded annual growth rate (CAGR) of 11.7

percent during the assessment period. Further analysis of Revenue Income components

Ghaziabad indicate that own tax revenue found increased at 10.7 percent CAGR and non-

tax revenue also increased considerably (26 percent). Major sources of own revenue

comprise property tax, other taxes, water charges, revenue grants and other miscellaneous

Income Distribution - Ghaziabad MC (2002 - 2006)

0

1000

2000

3000

4000

5000

6000

7000

8000

2001-02 2002-03 2003-04 2004-05 2005-06

Year

INR

(L

ak

s)

Revenue from

Sale

Govt.

Transfers/

GrantsWater charges

Other Income

Income from

Taxes

4

Income Distribution (2005-06) -

Ghaziabad MC

42%

18%0%

39%

1%Income from Taxes

Other Income

Water charges

Govt. Transfers/

Grants

Revenue from Sale

fees and charges. Property Tax formed as a major component of own tax revenues

contributing 42 percent of the total own tax revenues in FY05-06. While property tax

should be an important component of internally generated resources, Ghaziabad Nagar

Nigam has still potential to exploit. With increasing trend, Revenue grant is one of the

major revenue sources for

GNN (39.1 percent). Amongst

the non-tax revenues, water

charges contributed only 0.4

percent of total revenue

income and have found with

more fluctuating growth

trend.

(i) Own Sources-Tax. This

item head comprises of

income primarily

sourced from consolidated property tax (general purpose tax, water tax, lighting tax

and scavenging tax) and other taxes as a percentage of the Annual Ratable Value

(ARV). On an average, through the assessment period, own source/tax income

constitutes 41 percent of the GNN’s revenue income. Property tax, water and sewer

taxes income found with increasing trend whereas other tax components found

decreased or fluctuating considerably during the assessment period.

(ii) Own Sources-Non Tax. This item head comprises of income from municipal

properties, fees on municipal services (building permission, etc.), user charges

(water charges and connection deposit), road cutting charges, revenue from

Ghaziabad Development Authority (GDA).

(iii) Revenue Grants and Contribution. This item mainly comprises State Finance

Commission grants, special establishment grants and other special grants that the

State Government may transfer from time-to-time to GNN.

Table 3: Ghaziabad Nagar Nigam (GNN) Revenue Income

Figures in Lakh INR

Sl. No. Details 2001-02 2002-03 2003-04 2004-05 2005-06

1 Income from Taxes 1,890 2,208 1,669 3,096 2,839

2 Other Income 488 875 1,148 887 1,238

3 Water charges 12 24 24 14 24

4 Govt. Transfers/ Grants 1787 2056 2262 2438 2668

5 Revenue from Sale 204 178 62 35 46

TOTAL 4,381 5,341 5,165 6,470 6,815

Source: Ghaziabad Nagar Nigam

5

11. Revenue Expenditure. Revenue expenditure has been found to be with steady increase

from FY 2001-02

for four years and

started to decline

beyond that.

Expenditure on

general

establishment and

administration

accounted for 12

percent of the total

revenue expenditure

in FY06. Of the

total revenue

expenditure, expenditure on operation and maintenance of municipal services constituted

88 percent. Expenditure on development works mostly of capital works executed through

grant funds and their repair

(21 percent), public health

and conservancy (35

percent), water supply (21

percent), horticulture (7

percent) and street lighting

(3 percent) are found to be

the major components in

the operation and

maintenance expenditure

during the review period.

Operation and maintenance

expenditure has witnessed a

decrease at a CAGR of 3.8 percent and water supply & distribution expenditure has

increased at a CAGR of 11 percent.

Table 1 provides a trend of revenue expenditure items.

Table 1: Ghaziabad Nagar Nigam Revenue Expenditure

Sl. No. Details 2001-02 2002-03 2003-04 2004-05 2005-06

1 General Administration 412 435 475 505 583

2 Development Works & Repairs 1349 1774 1619 1514 1045

3 Water Supply & Distribution 698 626 752 1442 1045

4 Others 1860 1864 2358 2586 2335

TOTAL 4319 4699 5204 6047 5008


D. Water Supply and Distribution Account

12. Assessment of the Water supply Account provides an indication of Ghaziabad Naga

Nigam’s efforts to recover costs of providing access to safe drinking water.

Table 2 provides a trend of income on water supply and distribution. While there is no separate

Expenditure Distribution - Ghaziabad MC (2002 - 2006)

-

1,000

2,000

3,000

4,000

5,000

6,000

7,000

1 2 3 4 5

Year

INR

(L

aks)

Others

Water Supply &

Distribution

Development

Works &

Repairs

General

Administration

Details

Expenditure Distribution (2005-06) -

Ghaziabad MC

0%12%

21%

21%

46%

Income Distribution (2005-

06) - Ghaziabad MCGeneral Administration

Development Works &

RepairsWater Supply & Distribution

Others

6

account for financial

management of water

(WS) services, the

current analysis is a

step in determining

the cost recovery

options for a

sustainable service.

Additionally, the

assessment also

provides insight into

options of ring-

fencing the water supply service to determine institutional options of operating the water

supply services as a profit centre.

• Income. Water charges including the connection charges constitute almost 100 percent

of total water income and 0.4 percent of GNN’s revenue income. Low tariffs and even

lower collection performance has contributed to this poor income status in the WS

Account. There is no separate charge for drainage services.

• Expenditure. O&M expenditure is the major expenditure item for water & sanitation

account and Water supply Account constitute 21 percent GNN’s revenue expenditure.

Table 2: Water and Sanitation Account

Figures in Lakh INR

Sl. No. Details 2001-02 2002-03 2003-04 2004-05 2005-06

1 Income from Water charges 12 24 24 14 24

2 Expenditure on Water Supply & Distribution 698 626 752 1442 1045

3 Surplus / Deficit -686 -602 -728 -1428 -1021


E. Fiscal Status of GNN

1. Key Financial Indicators

13. A set of key financial indicators have been derived using the financial data procured from

the GNN for the assessment period. These indicators are used to assess the municipal

performance with regards resource mobilization, fund utilization, financial performance

and collection efficiencies.

14. Resource Mobilization indicators. These indicators summarize the performance of the

GNN with regards sources of funds. GNN derives about 42 per cent of its revenue

income from own sources, which is a good sign but with scope for further improvements.

15. Fund Application indicators. These indicators are a measure to ascertain the utilization

Revenue & Expenditure of Ghaziabad Water Supply (2002 - 2006)

-2000

-1500

-1000

-500

0

500

1000

1500

2000

2001-02 2002-03 2003-04 2004-05 2005-06

Year

Rs

. in

La

kh

s

Income from

Water charges

Expenditure on

Water Supply &

Distribution

Surplus / Deficit

7

from the municipal fund. Only 12 per cent of the revenue expenditure is spent on

establishment heads, leaving a good amount of over 88 per cent for O&M of municipal

assets and services that include 21 percent for water supply account. Establishment

expenditure accounts for about 20 per cent of the total own-tax revenue generated by the

GNN.

16. Overall Financial Performance indicators. These indicators are a measure to assess the

overall financial performance of the municipality with regards operational performance

and effective growth in revenue income and expenditure. The average operating ratio

during the assessment period was less than unity and it was observed more than unity only

for one year during the assessment period (FY 2003-04). The indicators of growth in per

capita income and expenditure item heads indicate the effective growth, giving a

performance measure relative to the growing population. Annual growth in per capita

revenue income found to be consistently with increasing trend where as the per capita

revenue expenditure during the assessment period, found to be with increasing trend upto

FY 2004-05 and declined after that (Table 6).

Table 6: Details of Percapita Revenue Income and Expenditure - Ghaziabad Nagar Nigam

Sl. No. Details 2001-02 2002-03 2003-04 2004-05 2005-06

1 Population 968521 1010446 1054186 1099819 1147428

2 Revenue Income ( Rs. Lakhs) 4,381 5,341 5,165 6,470 6,815

3 Revenue Expenditure ( Rs. Lakhs) 4319 4699 5204 6047 5008

4 Revenue Account Surplus (Rs. Lakh) 62 642 (39) 423 1,807

5 Per Capita Revenue Income (Rs.) 452 529 490 588 594

6 Per Capita Revenue Expenditure (Rs.) 446 465 494 550 436

2. Key Issues

17. Financial management and fiscal status of Ghaziabad Nagar Nigam is summarized below:

(i) Maintenance and Reporting of Accounts. A common accounting and financial

reporting code, updated annually, with interim up-dations when required, supported

with a user manual and organized training of municipal accounts staff will

substantially streamline financial accounting and reporting.

(ii) Revenue Realization. Taxes and charges are major own sources of revenue income.

Being more dynamic in nature and within the control of the GNN, these revenue

incomes have potential to contribute more to the municipal fund. Key issues

regarding revenue realization comprise (i) coverage of properties under property tax,

(ii) poor collection of water charges; (iii) unclear status on extent of outstanding

taxes and charges collectable; and (iv) extent of gap between the cost of service

provided and user charges levied.

(iii) Fund Application. Key issues regarding application from the municipal fund

comprise (i) most of the revenue expenditure is accounted for by establishment item

8

heads, (ii) an efficient system of costing to enable the actual cost of services

provided in a scientific manner thus enabling logical mechanism for tariff

structuring and (iii) the absence of information with regard to actual assets and

liabilities of GNN at a particular point of time render it difficult to ascertain the

actual fiscal position.

(iv) Operating Ratio. Ghaziabad Nagar Nigam has mostly maintained an operating ratio

(OR) less than unity (ranging from 0.73 in FY06 to 0.99 in FY02) during the

assessment year, except for one year with more than unity. A key reason for the

mixed performance is tax revenue collection and expenditure management.

However, Ghaziabad Nagar Nigam has untapped revenue potentials from property

tax and water charges. While the OR indicates efficiency in revenue management,

inability to capitalize on property tax and user charge revenues indicates over

dependency on revenue grants and a level of complacency regarding other revenue

income sources.

Box 1: Municipal Finance Sector Goal

Key Issues • Maintenance and Reporting of Accounts

• Revenue Realization

• Fund Application

• Operating Ratio

Future Strategies • A common accounting and financial reporting code, updated annually, with interim updations

when required, supported with a user manual

• Widening the coverage of taxes and charges with better collection efficiency

• Sustainable and efficient tariff structure

• Upto-date information with regard to actual assets and liabilities

• Increase the revenue base and control over the revenue expenditure so as to have operating ratio

with less than unity continuously.

Prospective Interventions: • double entry computerized accounting system with adequate training to municipal officials

• Development of GIS based property and other service details through MIS and achievement of 85

percent collection efficiency for both property tax and water charges

• Sector based accounting system for service deliveries and sustainable tariff system that ensure full

O&M recovery and part capital cost recovery

• Detailed MIS on assets and liabilities for better fiscal control

• Increase the revenue base through own sources and better control over establishment expenditure

S. No. Details AACGR

(%) (2002 -

08)

AACGR

(%) (2005 -

08)

AACGR

(%) (2007 -

08)

Proposed

Annual

Growth

(2010-18)

2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13

I. Revenue

1 Income from Taxes

i) House Tax 14.64% 15.00% 42.61% 10.00% 727 850 866 1,085 1,162 1,157 1,650 1,815 1,997 2,196 2,416 2,657

ii) Water Tax 19.41% 19.23% 41.84% 10.00% 345 469 478 590 709 705 1,000 1,100 1,210 1,331 1,464 1,611

iii) Sewer Tax 16.73% 15.30% 24.63% 10.00% 166 201 203 274 324 337 420 462 508 559 615 676

iii) Other Taxes -17.14% -43.13% 681.48% 5.00% 652 688 122 1,147 644 27 211 222 233 244 256 269

Total Taxes 9.63% 1.95% 47.39% 1,890 2,208 1,669 3,096 2,839 2,226 3,281 3,281 3,281 3,281 3,281 3,281

43.1% 41.3% 32.3% 47.9% 41.7% 36.6% 24.0% 22.3% 20.7% 19.2% 17.8% 16.4%

2 Other Income 13.26% 5.11% 149.39% 10.00% 488 875 1,148 887 1,238 413 1,030 1,133 1,246 1,371 1,508 1,659

11.1% 16.4% 22.2% 13.7% 18.2% 6.8% 7.5% 7.7% 7.9% 8.0% 8.2% 8.3%

3 Water charges -25.82% -47.72% -50.00% 5.00% 12 24 24 14 24 4 2 2 2 2 2 3

0.3% 0.4% 0.5% 0.2% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

4 Govt. Transfers/ Grants 11.66% 55.87% 197.65% 10.00% 1787 2056 2262 2438 2668 3102 9233 10,156 11,172 12,289 13,518 14,870

40.8% 38.5% 43.8% 37.7% 39.1% 51.0% 67.6% 69.1% 70.6% 71.9% 73.2% 74.5%

5 Revenue from Sale -8.46% 50.79% -64.91% 5.00% 204 178 62 35 46 342 120 126 132 139 146 153

4.7% 3.3% 1.2% 0.5% 0.7% 5.6% 0.9% 0.9% 0.8% 0.8% 0.8% 0.8%

- - - - -

TOTAL 20.88% 28.31% 124.51% 4,381 5,341 5,165 6,470 6,815 6,087 13,666 14,698 15,834 17,082 18,455 19,965

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

II Expenditure

1 General Administration 8.82% 10.64% 9.79% 10.00% 412 435 475 505 583 623 684 752 828 910 1,001 1,102

9.5% 9.3% 9.1% 8.4% 11.6% 10.8% 9.7% 9.3% 9.5% 9.7% 9.8% 10.0%

2 Health & Sanitation Works - - - - -

i) Salaries 4.11% 6.48% 3.15% 5.00% 952 872 1,055 1,004 966 1,175 1,212 1,273 1,336 1,403 1,473 1,547

ii) Contracted Sanitation Works 22.08% 16.85% 39.73% 25.00% 187 249 298 388 452 443 619 774 967 1,209 1,511 1,889

iii) Repairs & Maintenance of

Sanitation Implements

7.92% 28.81% 14.74% 10.00% 69 107 82 51 56 95 109 120 132 145 160 176

iv) Diesel, etc 23.06% 15.45% 29.15% 25.00% 74 109 120 167 187 199 257 321 402 502 627 784

v) Others 2.97% 26.45% 6.90% 5.00% 78 33 48 46 84 87 93 98 103 108 113 119

Total Sanitation 9.07% 11.41% 14.56% 1,360 1,370 1,603 1,656 1,745 1,999 2,290 2,290 2,290 2,290 2,290 2,290

31.5% 29.2% 30.8% 27.4% 34.8% 34.6% 32.4% 28.2% 26.2% 24.3% 22.5% 20.7%

3 Development Works & Repairs 4.31% 4.71% 50.87% 5.00% 1,349 1,774 1,619 1,514 1,045 1,152 1,738 1,825 1,916 2,012 2,113 2,218

31.2% 37.8% 31.1% 25.0% 20.9% 19.9% 24.6% 22.5% 21.9% 21.4% 20.7% 20.1%

3 Water Supply & Distribution 13.96% 1.97% 20.77% 15.00% 698 626 752 1442 1045 1266 1529 1,758 2,022 2,325 2,674 3,075

16.2% 13.3% 14.5% 23.8% 20.9% 21.9% 21.7% 21.6% 23.2% 24.7% 26.3% 27.8%

4 Others 8.53% -4.23% 19.97% 10.00% 500 494 755 930 590 681 817 899 989 1,087 1,196 1,316

11.6% 10.5% 14.5% 15.4% 11.8% 11.8% 11.6% 11.1% 11.3% 11.5% 11.7% 11.9%

5 Loan Repayment #DIV/0! #DIV/0! -100.00% 15.00% 61.0 0.0 600 690 794 913 1,049

0.0% 0.0% 0.0% 0.0% 0.0% 1.1% 0.0% 7.4% 7.9% 8.4% 9.0% 9.5%

TOTAL 8.53% 5.29% 22.07% 4319 4699 5204 6047 5008 5782 7058 8124 8734 9419 10187 11050

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

III. Surplus / Deficit 62 642 (39) 423 1,807 305 6,608 6,574 7,099 7,664 8,268 8,915

Project Cash Flow

Inflow

Loan Drawdown 326 1,632 1,306

Incremental Project Revenues

Total Inflow 326 1,632 1,306

Outflow

CAPEX (Equity + Loan) 435 2,176 1,741

Incremental O&M a/ b/

IV Debt Service

Intrest

Loan Repayment

Total Debt Service

Total Outflow 435 2,176 1,741

Net Surplus / Deficit After Debt Service 62 642 (39) 423 1,807 305 6,608 6,574 7,099 7,555 7,724 8,480

b/ 10% Annual increse in incremental O&M is considered

Appendix 2-5

Details of Revenue & Expenditure

Ghaziabad Nagar Nigam

2013-14 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21

2,923 3,215 3,537 3,891 4,280 4,708 5,178 5,696

1,772 1,949 2,144 2,358 2,594 2,853 3,138 3,452

744 818 900 990 1,089 1,198 1,318 1,450

283 297 312 327 344 361 379 398

3,281 3,281 3,281 3,281 3,281 3,281 3,281 3,281

15.2% 14.0% 12.9% 11.9% 10.9% 10.0% 9.2% 8.4%

1,825 2,007 2,208 2,429 2,672 2,939 3,233 3,556

8.4% 8.6% 8.7% 8.8% 8.9% 9.0% 9.1% 9.1%

3 3 3 3 3 3 4 4

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%

16,357 17,993 19,792 21,771 23,948 26,343 28,977 31,875

75.6% 76.7% 77.7% 78.7% 79.6% 80.4% 81.1% 81.9%

161 169 177 186 195 205 216 226

0.7% 0.7% 0.7% 0.7% 0.6% 0.6% 0.6% 0.6%

- - - - - - - -

21,626 23,452 25,461 27,670 30,099 32,771 35,710 38,942

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

1,212 1,333 1,466 1,613 1,774 1,952 2,147 2,361

10.1% 10.2% 10.2% 10.2% 10.2% 10.2% 10.2% 10.1%

- - - - - - - -

1,624 1,705 1,791 1,880 1,974 2,073 2,177 2,285

2,361 2,952 3,690 4,612 5,765 7,206 9,008 11,260

193 212 234 257 283 311 342 376

980 1,225 1,532 1,915 2,393 2,992 3,740 4,675

125 131 137 144 151 159 167 175

2,290 2,290 2,290 2,290 2,290 2,290 2,290 2,290

19.0% 17.5% 16.0% 14.5% 13.2% 12.0% 10.9% 9.8%

2,329 2,446 2,568 2,696 2,831 2,973 3,121 3,277

19.4% 18.6% 17.9% 17.1% 16.4% 15.6% 14.8% 14.0%

3,537 4,067 4,677 5,379 6,186 7,114 8,181 9,408

29.4% 31.0% 32.6% 34.2% 35.7% 37.3% 38.8% 40.3%

1,447 1,592 1,751 1,926 2,119 2,331 2,564 2,821

12.0% 12.1% 12.2% 12.2% 12.2% 12.2% 12.2% 12.1%

1,207 1,388 1,596 1,835 2,111 2,427 2,791 3,210

10.0% 10.6% 11.1% 11.7% 12.2% 12.7% 13.2% 13.7%

12022 13116 14349 15740 17311 19086 21094 23367

100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

9,604 10,337 11,112 11,930 12,789 13,685 14,616 15,575

383 389 446 446 454 521 521 521

44 48 53 58 64 70 77 85

206 257 220 184 147 110 73 37

408 408 408 408 408 408 408 408

614 665 628 592 555 518 481 445

657 713 681 650 619 588 559 530

9,330 10,013 10,877 11,727 12,624 13,618 14,578 15,566



w +91.80. 3918.7500 f +91.80. 2363.4097

www.WilburSmith.com

NCR Planning Board



FINAL REPORT

Volume V-D3: DPR for Construction of Multi-Level Parking

Facility in Ghaziabad

Initial Environmental Examination Report

July 2010

i

Abbreviations


BOD : Biochemical Oxygen Demand

CC : Construction Contractor

CGWA : Central Ground Water Authority

CGWB : Central Ground Water Board

CMA : Counter Magnet Areas

COD : Chemical Oxygen Demand

DFR : Draft Final Report

DPR : Detailed Project Report

EAC : Environmental Appraisal Committee

EC : Environmental Clearance

EIA : Environmental Impact Assessment

EMP : Environmental Management Plan

ESMC Environmental & Social Management Cell of NCRPB

ESMS Environmental & Social Management System of NCRPB

GDA : Ghaziabad Development Authority

GNN : Ghaziabad Nagar Nigam

GoH : Government of Haryana


GoUP : Government of Uttar Pradesh

IA : Implementing Agencies

IEE : Initial Environmental Examination

IPT : Intermediate Public Transport

IRC : Indian Road Congress

Km : Kilometer

KMPH : Kilometer per Hour


LCV : Light Commercial Vehicle

LPCD : Liters per capita per day

MLD : Million Liters per Day

MLP : Multi-Level Parking Facility

MoRTH : Ministry of Road Transport and Highways

MoEF : Ministry of Environment & Forests

NCR : National Capital Region

NCRPB : National Capital Region Planning Board

NCT : National Capital Territory

NGO : Non-governmental Organizations

NH : National Highway

O & M : Operation and Maintenance

PCU : Passenger Car Unit

ROW : Right of Way

RCC : Reinforced Cement Concrete

SH : State Highway

SPM : Suspected Particulate Matter

TA : Technical Assistance

ii

UP : Uttar Pradesh

UPJN : Uttar Pradesh Jal Nigam

UPSRTC : Uttar Pradesh State Road Transport Corporation

iii

Contents

1. INTRODUCTION ........................................................................................................................................... 1

A. BACKGROUND ............................................................................................................................................... 1

2. POLICY & LEGAL FRAMEWORK ........................................................................................................... 3

A. EXTENT OF IEE STUDY ................................................................................................................................. 3 B. GOVERNMENT LAW AND POLICIES ............................................................................................................... 3 C. ENVIRONMENTAL AND SOCIAL MANAGEMENT SYSTEM OF NCRPB ........................................................... 4

1. Environmental Policy ............................................................................................................................... 4 2. Environmental Assessment Requirements ............................................................................................... 5

3. DESCRIPTION OF PROJECT .................................................................................................................... 6

A. PROJECT NEED ............................................................................................................................................... 6 B. PROJECT DESCRIPTION .................................................................................................................................. 7

4. DESCRIPTION OF ENVIRONMENT ...................................................................................................... 11

A. PHYSICAL RESOURCES ................................................................................................................................ 11 1. Location .................................................................................................................................................. 11 2. Topography, soil and geology ................................................................................................................ 11 3. Climate ................................................................................................................................................... 13 4. Air Quality .............................................................................................................................................. 14 5. Surface Water ......................................................................................................................................... 15 6. Groundwater .......................................................................................................................................... 15

B. ECOLOGICAL RESOURCES ........................................................................................................................... 15 C. ECONOMIC DEVELOPMENT .......................................................................................................................... 16

1. Land Use ................................................................................................................................................. 16 2. Industry & Agriculture ........................................................................................................................... 16 3. Infrastructure .......................................................................................................................................... 17 4. Transportation ........................................................................................................................................ 17

D. SOCIAL AND CULTURAL RESOURCES .......................................................................................................... 18 1. Demography ........................................................................................................................................... 18 2. Health & Education Facilities ............................................................................................................... 19 3. History, Culture and Tourism ................................................................................................................ 19

E. PROFILE OF PROPOSED FLYOVER SITE ........................................................................................................ 20

5. ENVIRONMENTAL IMPACTS & MITIGATION MEASURES ......................................................... 23

A. OVERVIEW ................................................................................................................................................... 23 B. CONSTRUCTION IMPACTS ............................................................................................................................ 23

1. Impacts on Physical Resources .............................................................................................................. 24 2. Ecological Resources ............................................................................................................................. 25 3. Economic Development .......................................................................................................................... 25 4. Social and Cultural Resources ............................................................................................................... 26

C. OPERATION STAGE IMPACTS ....................................................................................................................... 27 D. LOCATION AND DESIGN IMPACTS ............................................................................................................... 28

6. INSTITUTIONAL ARRANGEMENTS ..................................................................................................... 29

A. INSTITUTIONS INVOLVED ............................................................................................................................ 29

7. ENVIRONEMNTAL MANAGEMENT PLAN ........................................................................................ 30

A. ENVIRONMENTAL MANAGEMENT PLAN ..................................................................................................... 30 B. ENVIRONMENTAL MONITORING PLAN ........................................................................................................ 30

8. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE ................................................... 37

A. PROJECT STAKEHOLDERS ............................................................................................................................ 37 B. CONSULTATION AND DISCLOSURE .............................................................................................................. 37

9. RECOMMENDATION AND CONCLUSION .......................................................................................... 38

iv

A. RECOMMENDATION ..................................................................................................................................... 38 B. CONCLUSION ............................................................................................................................................... 40

List of Tables

Table 2-1: Environmental Category ....................................................................................................... 5 Table 3-1: Projected Parking Demand ................................................................................................... 6 Table 3-2: Particulars of Proposed Multi-level Parking Facility ............................................................ 7 Table 4-1: Rainfall Pattern in Ghaziabad (2004-2008) ........................................................................ 13 Table 4-2: Air Pollution Status in Ghaziabad (2008) ........................................................................... 14 Table 4-3: Air Pollution Classification based on Annual Mean Concentration Range (μg/m3) .......... 14 Table 4-4: NAAQ Standard – Annual Average Concentration in μg/m3 ............................................ 15 Table 4-5: Population Growth of Ghaziabad City ................................................................................ 18 Table 5-1: Construction Method & Materials of Flyover .................................................................... 23 Table 7-1: Environmental Management Plan ....................................................................................... 31 Table 7-2: Environmental Monitoring Plan ......................................................................................... 35

List of Figures

Figure 1-1: Regional Setting of Ghaziabad ............................................................................................ 2 Figure 3-1: Proposed Site for Multi-level Parking Facility .................................................................... 8 Figure 3-2: Ground Floor Plan of the Proposed Multilevel Parking ...................................................... 9 Figure 3-3: Typical Floor Plan of the Proposed Multilevel Parking Facility ....................................... 10 Figure 4-1: Ghaziabad Base Map ......................................................................................................... 12 Figure 4-2: Long-term Annual Rainfall Pattern of Ghaziabad (in millimeter) .................................... 13 Figure 4-3: Average Monthly Temperature (in Degrees Centigrade) .................................................. 14 Figure 4-4: Existing Land Use ............................................................................................................. 16 Figure 4-5: Occupational Structure ...................................................................................................... 19 Figure 4-6: Location of Proposed Project Site ..................................................................................... 21

WSA_NCRPB_FR MLPGZB_Vol V-D3 (15 Jul 10)

1

1. INTRODUCTION

A. Background

1. Ghaziabad City is located in the western part of Uttar Pradesh State sharing the borders

with the National Capital Territory Delhi. It is the district headquarters of Ghaziabad

District. Owing to its location close to Delhi, and with good connectivity, it is one of the

important and fast developing city in the State of Uttar Pradesh and as well as in the

National Capital Region. City is well connected with important cities of the state and the

country; three National Highways (NH 58, NH 91 and NH 24 - Delhi-Lucknow-

Muradabad Road) pass through the City connecting it will Delhi, Meerut, Lucknow,

Sikandrabad, Kolkata etc. Besides, it is well connected with its hinterland and surrounding

towns by regional and local road network. It is also well connected with railways.

Location of Ghaziabad is depicted in Figure 1-1.

2. The rapid development of city has also put its infrastructure on tremendous pressure. Due

to rapid increase in vehicles and traffic, the road infrastructure is severely affected. The

unprecedented growth of personalized vehicles and the unplanned road infrastructure have

made the provision for parking an important aspect of transportation planning. The area

surrounding the old Bus Stand at Navyug Chowk is a major centre and is the CBD of

Ghaziabad. This centre is busy with various activities; a number of commercial

establishments, markets, government offices and the bus stand are situated here. Since

most of these places are frequented by public and busy with floating population, the

demand for parking has increased. The growth of personal transport vehicles is another

main reason for increasing parking demand. Since the existing bus stand is proposed to be

shifted to a new location on Loni Road as per the Ghaziabad Master Plan 2021, this site is

proposed for development of multi-level parking facility to cater to the parking demand.

3. The subproject of construction of Multi-Level Parking Facility at Old Bus Stand location

is selected for detailed study and preparation of a model Detailed Project Report under this

ADB TA Component B. NCR Planning Board, a statutory body of Ministry of Urban

Development, Government of India, is a likely source of funding for the subproject in

Ghaziabad.

4. This Initial Environmental Examination (IEE) Report is prepared in accordance with

NCRPB Environmental and Social Management System (ESMS) and Policy for project

funding.


3

2. POLICY & LEGAL FRAMEWORK

A. Extent of IEE Study

5. The subproject implementation shall comply with the policies of Government of India

(GoI), Government of Uttar Pradesh (GoUP) and procedures/policies of NCRPB.

Government regulations and the NCRPB policy require that impacts of the development

projects have to be identified at the beginning and mitigation measures be incorporated in

the project to reduce those impacts to acceptable levels. This is generally done through the

process of environmental impact assessment.

B. Government Law and Policies

6. The GoI EIA Notification of 2006 (replacing the EIA Notification of 1994), sets out the

requirement for Environmental Assessment in India. This states that Environmental

Clearance (EC) is required for specified activities/projects, and this must be obtained

before any construction work or land preparation (except land acquisition) may

commence. Projects are categorized as A or B depending on the scale of the project and

the nature of its impacts.

7. Category A projects require EC from the national Ministry of Environment and Forests

(MoEF). The proponent is required to provide preliminary details of the project in the

prescribed manner with all requisite details, after which an Expert Appraisal Committee

(EAC) of the MoEF prepares comprehensive Terms of Reference (ToR) for the EIA study.

On completion of the study and review of the report by the EAC, MoEF considers the

recommendation of the EAC and provides the EC if appropriate.

8. Category B projects require environmental clearance from the State Environment Impact

Assessment Authority (SEIAA). The State level EAC categorizes the project as either B1

(requiring EIA study) or B2 (no EIA study), and prepares ToR for B1 projects within 60

days. On completion of the study and review of the report by the EAC, the SEIAA issues

the EC based on the EAC recommendation. The Notification also provides that any project

or activity classified as category B will be treated as category A if it is located in whole or

in part within 10 km from the boundary of protected areas, notified areas or inter-state or

international boundaries.

9. With the total built up area of over 20,000 sq. m, this sub project falls under the ambit of

the EIA Notification under Category B project. This requires environmental clearance

from SEIAA of Uttar Pradesh State.


4

C. Environmental and Social Management System of NCRPB

10. Recognizing the importance of environmental and social issues that can arise in

infrastructure projects, NCRPB has formulated an Environmental and Social Management

Systems (ESMS) in line with Government and other multilateral agencies like ADB

safeguard requirements for Financial Intermediaries (FIs). The ESMS provides an overall

management system to NCRPB to identify, assess, and mitigate environmental and social

issues that are likely to arise in projects funded by NCRPB. The ESMS outlines the

policies, methods of assessments and procedures that will enable NCRPB to ensure that a

project that it funds is developed in accordance with ESMS and is adequately protected

from associated risks. Implementing Agencies (IAs) will have to comply with the ESMS

and Policy.

1. Environmental Policy

11. Policy Statement. “National Capital Regional Planning Board (NCRPB) will continually

strive to ensure and enhance effective environmental management practices in all its

operations”. This is aimed to achieve through:

• Minimizing negative environmental (including health & safety) impacts in its

operations and risks to the environment (particularly eco-sensitive areas and culturally

important areas) and people who may be affected through formulating and

implementing commensurate plans

• Ensuring that environmental safeguards - defined as requirements of applicable Indian

environmental legislation and multilateral / bilateral funding agencies - are being

adequately integrated by the project proponent / IA in the planning, design,

construction prior to its financing and in its implementation during the operational

phase.

• Ensuring that compliance to all applicable national and local environmental

legislation.

• Encouraging that public and stakeholder consultation be carried out by the project

proponent / IA and disclosing the required information in all stages of the project

cycle.

• Integrating environmental risk into its overall internal risk management analysis.

• Including environmental management considerations in all aspects of operations and

interactions with the project proponent / IAs in all stages of the project cycle.

12. This policy statement emphasizes NCRPB's sensitivity, concern and commitment to

environmental safeguards. NCRPB will strive to ensure that the projects that it supports

meets government policies and as well as of the bilateral/multilateral agencies such as

ADB.


5

2. Environmental Assessment Requirements

13. The nature of the assessment required for a project depends on the significance of its likely

environmental impacts, which are related to the type and location of the project, the

sensitivity, scale, nature and magnitude of its potential impacts, and the availability of

cost-effective mitigation measures. According to NCRPB ESMS, the projects are screened

for their expected environmental impacts and are assigned to one of the following

categories: E1, E2 or E3.

Table 2-1: Environmental Category

Environmental Scenario NCRPB’s

Categorization

MOEFs

Categorization

ADB

Categorization

Significant impacts or in eco-

sensitive area

E1 A A

Limited impacts E2 B1 or B2 or No

Category

B

No impacts E3 No Category C

(i) Significant impacts or in eco-sensitive areas (Category E1): If the project has

significant adverse environmental impacts that are irreversible, diverse, or

unprecedented, then it is regarded to have environmental scenario. These impacts

may affect an area larger than the sites or facilities subject to physical works. These

impacts will be considered significant if these are in eco-sensitive areas.

(ii) Limited environmental impacts (Category E2): If the project has impacts that are

site-specific, few if any of them are irreversible, and in most cases mitigation

measures can be designed.

(iii) No environmental impacts (Category E3): If the project is likely to have minimal or

no adverse environmental impacts, then it is regarded to have this environmental

scenario.

14. The proposed subproject of Construction of Multi-level Parking Facility in Ghaziabad is

unlikely to have significant impacts. The project site is also not located or near any eco-

sensitive area. The subproject is however likely to have typical impacts associated with the

construction activity in urban areas and therefore classified as Category E2.

15. According to ESMS, E2 projects require carrying out Initial Environmental Examination

(IEE) and preparation of IEE Report. This IEE report is prepared accordingly.


6

3. DESCRIPTION OF PROJECT

A. Project Need


have made the provision for parking an important aspect of transportation planning. As

part of the traffic study conducted in this ADB TA, a parking study was conducted at

important locations in Ghaziabad. The area surrounding the old Bus Stand at Navyug

Chowk is a major centre and is the CBD of Ghaziabad. This centre is busy with various

activities; a number of commercial establishments, markets, government offices

(Ghaziabad Nagar Nigam and Ghaziabad Development Authority) and the bus stand are

situated here. Since most of these places are frequented by public and busy with floating

population, the demand for parking has increased. The growth of personal transport

vehicles is another main reason for increasing parking demand.

17. On-street parking is observed on all the roads surrounding Old Bus Stand and Navyug

Market. Many cars and two wheelers are seen parked on either side of the roads. Both

angular as well as parallel type of parking was noticed on almost all the stretches of the

roads. This has reduced the capacity of the carriageway and endangering pedestrians and

motorists alike. The frontage of almost all the roads in this area has been converted into


There is no planned parking space available.

18. Recognizing the importance of decongesting this area, Ghaziabad Master Plan -2021, has

identified and earmarked a site along NH 24 for shifting the existing Bus Stand and

constructing a new Bus Terminal. In view of this, the GDA is considering the existing Bus

Stand site in the CBD to develop a multi-level parking facility. The project preparation for

the same is taken up for model DPR.

19. Subsequently, detailed parking surveys were conducted in the area and the present and

future demand has been estimated (Table 3-1). These values are used as base to develop a

multi-level parking facility on the bus stand site.

Table 3-1: Projected Parking Demand

S. No Year Demand (No. of Vehicles)

1 2010 650

2 2020 723

3 2025 805

4 2039 896


7

B. Project Description

20. The existing Bus Stand, the site for proposed multi-level parking facility, is located next to

GDA Office and the near junction of Dr Ambedkar Road and NH-24 (Hapur Road). The

total area of the site is 10,040 sq m and is located in a busy commercial and institutional

area.

21. Considering the demand, the multi-level parking facility is designed to accommodate

parking of 2-wheelers and cars. As shown in the following Table, the proposed facility

will have space for parking 777 cars and 330 two-wheelers. In addition to parking facility,

commercial space will also be developed within the building to generate additional

revenue and make it attractive for private sector participation. The facility will be

developed in 4 levels, with the upper most level open to sky. Ground floor (lower most

level) is reserved for developing commercial area and parking facility for two wheelers.

The upper floors will be utilized for car parking.

Table 3-2: Particulars of Proposed Multi-level Parking Facility

S. No. Parameter Unit Value

1 Site area Sq. m 10,040

2 Area (Ground Floor) Sq. m 8,323

3 Area (1st, 2nd and 3rd Floors) Sq. m 25,833

3 Commercial/Retail (Ground Floor) Sq. m 5,000

4 Parking (Ground Floor) – 2-wheelers No. s 117

5 Parking (1st floor ) – 2-wheelers No. s 213

6 Parking (1st, 2nd and 3rd Floors) – Cars No.s 777

22. Map of the proposed site is shown in Figure 3-1. Plan of the proposed building is shown

in Figure 3-1and Figure 3-2.


8

Cross Road

Dr Ambedkar

Road

Service Lane

NH-24 / Hapur Road

Existing Old

Bus Stand

G2

G1

G3

Figure 3-1: Proposed Site for Multi-level Parking Facility


9

Figure 3-2: Ground Floor Plan of the Proposed Multilevel Parking

L

K

J

I

H & H'

G

F

E & E'

D

C

B

A

20(E

.J)

20(E

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Entrance

Exit

X X

Road

Road

Flyover - NH 24

Am

bed

ka r R

oad

GROUND FLOOR PLAN

1 1' 2 3 4 5 6 7 8 9 10 11


from First Floor


from First Floor


10

Figure 3-3: Typical Floor Plan of the Proposed Multilevel Parking Facility

L

K

J

I

H & H'

G

F

E & E'

D

C

B

A

20(

E.J

)20(

E.J

)

X X

Am

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oa d

1 1' 2 3 4 5 6 7 8 9 10 11

6.0

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IDE

DR

IVE

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6.0

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IDE

DR

IVE

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5.8

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6.0

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IDE

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IVE

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TW

O W

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20(

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)


from First Floor


from First Floor

Typical Floor Plan


11

4. DESCRIPTION OF ENVIRONMENT

A. Physical Resources

1. Location

23. Ghaziabad City is located in the western part of Uttar Pradesh State sharing the borders

with the National Capital Territory Delhi. It is the district headquarter of Ghaziabad

District. Owing to its location close to Delhi, and with good connectivity, it is one of the

important and fast developing city in the State of Uttar Pradesh and as well as in the

National Capital Region. Geographically, Ghaziabad is situated at 280 40’ N latitude and

770 25’ E Longitude. Ghaziabad is situated at about 20 Km east of Delhi, and 432 km west

of the State Capital, Lucknow.

24. It is well connected with important cities of the state and the country; three National

Highways (NH 58, NH 91 and NH 24 - Delhi-Lucknow-Muradabad Road) pass through

the City connecting it will Delhi, Meerut, Lucknow, Sikandrabad, Kolkata etc. Besides, it

is well connected with its hinterland and surrounding towns by regional and local road

network. The Main railway line and the two branches of northern railway (Meerut Branch

& Moradabad Branch) pass through the City. It is an important railway junction in the

Northern Railway. Base map of Ghaziabad is at Figure 4-1.

2. Topography, soil and geology

25. Originally established on the eastern side of River Hindon, present sprawling development

of Ghaziabad can be observed on both sides of the River. Hindon River is an important

tributary of Yamuna River of the Ganges River System. Flowing north-south, Hindon

River passes through middle of the City and meets Yamuna about 35 km south of

Ghaziabad. The topography of the City is almost plain and the general slope is from north

to south.

26. Geologically, Ghaziabad forms a part of the Indo-Gangetic alluvium. Soil is characterized

mainly by silty sand and loamy soils. Geotechnical investigations conducted at the

proposed flyover site indicates that there is no hard rock till 25 m below ground level.

27. As per the seismic zoning map of India, Ghaziabad falls in sever intensity zone (Zone IV).

However, there were no major earthquakes occurred in Ghaziabad till date.


13

3. Climate

28. Typical humid subtropical climate of north India prevails in Ghaziabad, with high

variation between summer and winter temperatures and precipitation. There are three

distinct seasons – first of which is the monsoon season - hot and humid season from mid-

June to September. Second season, winter, is the cool and dry season from October to

March. The third phase, summer, is characterized by hot and dry weather which prevails

from April to mid-June.

29. Rains in the region are concentrated in the monsoon season. The region receives rainfall

mainly under the influence of southwest monsoon from July to September. Over 75

percent of the total rainfall is received during the monsoon months and the remaining

rainfall is received during December to February. The annual average rainfall is 732 mm.

Dust and thunderstorms occur in summer season while fog occurs in the winter.

Table 4-1: Rainfall Pattern in Ghaziabad (2004-2008)

Month Rainfall (mm)

Normal 2004 2005 2006 2007 2008

January 20.5 7.8 0 0 0 NA

February 20.6 0 23.9 0 45 NA

March 17.4 0 19 NA 64 NA

April 5.8 30.4 0 0 0 NA

May 12.8 75 0 0 0 NA

June 43.8 20.6 80.5 34.2 64.1 16.4

July 216.5 36.8 185.7 250.5 84.1 124.4

August 234.5 520.6 57.9 20.4 99.8 58.1

September 129.2 50.4 284.2 114 4.7 8.7

October 34.1 12.6 0 16 0 0

November 4.3 0 0 0 NA 2

December 6.1 0 0 0 0 NA

Total 745.6 754.2 651.2 - - -

Figure 4-2: Long-term Annual Rainfall Pattern of Ghaziabad (in millimeter)

-

200

400

600

800

1,000

1,200

19

61

19

65

19

69

19

73

19

77

19

81

19

85

19

89

19

93

19

97

20

01

20

05

Annual Rainfall

Average Rainfall


14

30. Owing to its sub-tropical continental monsoon climate with hot summers and cold winters,

Ghaziabad experiences large variations in temperature across the year. May and June

experiences high temperatures and the lowest is recorded in the months of December and

January. Figure 4-3 depicts the monthly averages of minimum, mean and maximum

temperature. Winds predominantly blows from north, north-west and west direction,

followed by from east and south-east direction.

Figure 4-3: Average Monthly Temperature (in Degrees Centigrade)

4. Air Quality

31. Ambient Air Quality in Ghaziabad is monitored by Uttar Pradesh Pollution Control Board

(UPPCB). Due to dry weather coupled with dusty roads, particulate matter is high while

levels of oxides of sulphur and nitrogen are well within the National Ambient Air Quality

Standards (NAAQS). According to UPPCB, air pollution status in Ghaziabad has been

termed as “low”.

Table 4-2: Air Pollution Status in Ghaziabad (2008)

Land use Sulphur Dioxide (SO2) Nitrogen Dioxide (NOx) SPM

Residential L L C

Industrial L L H

C – Critical; L – Low; H – High (see below Table for values); NA: Data not available

Table 4-3: Air Pollution Classification based on Annual Mean Concentration Range (μg/m3)

Air Pollution Status Industrial Area Residential Areas

SO2 & NOX SPM SO2 & NOX SPM

Low ( L ) 0 – 40 0 - 180 0 – 30 0 – 70

Moderate (M) 40 – 80 180 - 360 30 – 60 70 - 140

High (H) 80 – 120 360 - 540 60 – 90 140 - 210

Critical (C) >120 >540 >90 >210

Source: UPPCB

-

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Mean Minimum Average Mean Maximum


15

Table 4-4: NAAQ Standard – Annual Average Concentration in μg/m3

Land use RSPM SPM SOx NOx

Residential 60 140 60 60

Industrial 120 360 80 80

Source: CPCB

5. Surface Water

32. Hindon River is an important tributary of Yamuna River of the Ganges River System.

Hindon meets Yamuna about 35 km south of Ghaziabad. The confluence is located about

40 Km downstream of Okhla barrage. A short cut canal called the Hindon Cut joins River

Yamuna at Okhla barrage from where the Agra canal takes off. The Hindon Cut thus

serves to make the Hindon river water, including the supplemental discharge from the

upper Ganga Canal, available for diversion to the Agra canal for irrigational use. The

river stretch remains dry, except during rains. During winter and summer seasons, river

flow is mainly limited to industrial effluents discharged from various industries located in

Ghaziabad and as well as upstream areas.

33. Due to illegal entry of industrial and domestic wastewater, Hindon River water is polluted.

As per the CPCB, the dissolved oxygen content in the river is low and BOD is presence in

notable quantities. Illegal disposal of untreated/partially treated effluent from textile dying

and printing industries located in Shahid Nagar and Janakpuri in the trans-Hindon area are

said to be one of the main reasons for pollution of Hindon River stretch in Ghaziabad.

6. Groundwater

34. Due to its location in Gangetic Plains, the underlain aquifers have good groundwater

potential. However, the rapid development and increase in demand for water has put

tremendous stress on groundwater reserves, both in terms of quantity and as well as

quality. The groundwater decline is at much rapid phase and considering this alarming

situation the Central Ground Water Authority (CGWA) has notified the area under GMC

limits for regulation and control of groundwater extraction. No groundwater extraction is

allowed without prior permission of Central Ground Water Board (CGWB).

35. General groundwater quality in Ghaziabad is good except in certain industrial and

residential pockets where there is concentration of nitrates, fluorides and heavy metals

beyond permissible limits. Indiscriminate disposal of untreated industrial and domestic

wastewater is said to be the main reason for pollution of groundwater.

B. Ecological Resources

36. There are no forests or any other environmental sensitive locations in or near project site.

Ghaziabad City is an urban area surrounded by land that was converted for agricultural use

many years ago. There is no remaining natural habitat in the city, and the flora is limited to

artificially planted trees and shrubs, and the fauna comprises domesticated animals plus


16

other species able to live close to man. Tree cover along few main corridors is

considerable; main tree species include Keekar (Acacia karoo); Neem (Azadirachta

indica); Peepal (Ficus religiosa); Honge (Pongamia Pinnata); and eucalyptus.

C. Economic Development

1. Land Use

37. Owing to its location, adjacent to the National Capital, Delhi, over the years, Ghaziabad

City has experienced a very rapid development and urbanization. Originally established on

the eastern side of River Hindon, present sprawling development of Ghaziabad can be

observed on both sides of the River. The City is almost merged with Delhi - City’s

development stretching towards Delhi on west side and vis-à-vis Delhi expanding to east

towards Ghaziabad.

38. Ghaziabad Master Plan 2001 was formulated for an area of 100.4 sq. km, of which by

2001, about 84.8 sq. km was developed. As depicted in the following figure, the existing

land use of Ghaziabad development area (84.8 sq km) shows that 60 percent of the land is

under residential use followed by industrial areas. There are no agricultural areas within

this development area. The gross density of the population is 130 persons per hectare.

Anticipating a big growth in the near future, the Ghaziabad Master Plan 2021 has been

formulated to an area of 155.54 sq. km.

Figure 4-4: Existing Land Use

2. Industry & Agriculture

39. The City of Ghaziabad is known for medium and large scale industries. During 1970-80

decade a number of prestigious and large scale industries are established along Meerut

Road, Bulandhshahar Road, Link Road, Sahibabad and Loni Road in Ghaziabad City. In

addition to UPSIDC developed industrial areas, there are a number of industries located in


17

Mohan Nagar and Mohan Industrial Area. Ghaziabad houses a variety of industries

including distilleries, chemical, engineering, steel, and textile and dying units etc.

40. Industrial sector is a major employment generator in Ghaziabad. Industrial development in

Ghaziabad however declined in the decade of 1991-2001 and no new industries were

established during that decade.

41. Within the city limits, there are no agricultural areas left. Almost all of the land is

converted for residential or for other development.

3. Infrastructure

42. Water Supply. Two agencies are involved in provision of water supply service in

Ghaziabad; while the state line agency Uttar Pradesh Jal Nigam (UPJN) is responsible for

development of new infrastructure and all capital works, the Ghaziabad Nagar Nigam

(GNN) is responsible for its day-to-day operation and maintenance. Water supply system

in Ghaziabad is groundwater based. Water is extracted from 186 bore wells and a total of

160 MLD of water is supplied everyday at a rate of 145 LPCD (gross supply). In industrial

areas, water is supplied by UPSIDC.

43. Sewerage System. UPJN carries out all new and capital works while the GNN operates and

maintains the sewerage system in the City. Around 70 – 75 percent of the city population

is covered with underground sewerage system. At present an estimated 128 MLD of

sewage is generated in the City. There are 17 sewage pumping stations in the City to pump

the sewage to two sewage treatment plant for treatment and further disposal. The total

treatment capacity available is 126 MLD however present usage is only about 71 percent.

Industrial waste water treatment and disposal is managed by individual industries and

UPSIDC.

44. Solid Waste Management. Municipal solid waste management is the responsibility of

Ghaziabad Nagar Nigam. At present about 750 tons of solid waste is generated daily in

Ghaziabad at a rate of 550 gm per capita per day. City is divided into five zones for better

management of solid waste collection and disposal. There is no door-to-door collection

system in the City. The solid waste is collected through bins located at various places in

the neighborhood. Sanitary workers collect waste from bins and transport to disposal site

at Sai Upvan on the banks of Hindon River. There is no proper disposal facility; the waste

is disposed by crude open dumping method.

4. Transportation

45. Ghaziabad City is well connected with important cities of the state and the country; three

National Highways (NH 58, NH 91 and NH 24 - Delhi-Lucknow-Muradabad Road) pass

through the City connecting it with Delhi, Meerut, Lucknow, Sikandrabad, Kolkata etc.

Besides, it is well connected with its hinterland and surrounding towns by regional and

local road network. The Main railway line and the two branches of northern railway

(Meerut Branch & Moradabad Branch) pass through the City. It is an important railway


18

junction in the Northern Railway.

46. It is 20 km east of Delhi and 46 km southwest of Meerut. Other roads lead northwest to

Loni and Baghpat and east to Hapur and Garhmukteshwar. Buses run at frequent intervals

to Delhi, Meerut, Aligarh, Bulandshahar, Moradabad, Lucknow and other cities. The City

acts as the main entrance of Uttar Pradesh and is also called the “Gateway of Uttar

Pradesh”.

47. Internal road network within the town is well developed. Most of the roads however are

congested with traffic, pedestrians and activities such as parking of trucks/other vehicles

and presence of informal business activities (squatters and vendors) within the ROW.

48. According to available 2003 data, over 70 percent of the vehicles in the town are two

wheelers followed by cars. Internal travel in the city is mainly through public transport

(buses and mini buses) and intermediate public transport system consisting of Auto

Rickshaws.

D. Social and Cultural Resources

1. Demography

49. According to the national census the population of Ghaziabad was 968,521 in 2001,

increased from 511,759 in 1991, recording an unprecedented growth rate of 89.3 percent

over the decade. The population of overall GDA area in 2001 was 1,327,330, which was

increased from 732,957 in 1991, with a growth rate of 81 percent.

Table 4-5: Population Growth of Ghaziabad City

Year Population Decadal Growth Rate (%)

1971 128,036

1981 287,170 124.3%

1991 511,759 78.2%

2001 968,521 89.3%

Source: Census of India

50. Overall literacy is 80 percent, reported at 87 percent for males and 72 percent for females,

which is considerably better than literacy in the state, which is 60.4 percent overall, and

75.7 percent for males and 44.0 percent for females. Sex ratio is however significantly

below the natural 1:1 ratio, being 858 females per 1000 males, lower than both the state

and national averages (879 and 929 respectively).

51. According to the census 2001, workforce participation rate (WPR) in Ghaziabad was 28

percent. As shown in the following figure, nearly 95 percent of the total workforce was

engaged in service sector (formal, informal, trade, commerce and industrial and other

service sectors). Contribution of other sectors is very minimal – about 3.1 percent are


19

engaged in household industries the remaining 2.3 percent of population are engaged in

primary sector activities.

Figure 4-5: Occupational Structure

Cultivators 1.7%

Agri. Labourers 0.6%

HH Industry 3.1%

Others (service) 94.7%

52. Majority of people in Ghaziabad are Hindus and the remainder are mainly Muslims, Sikhs,

Jains, Christians and Bhudhists. Hindi is the main language of the area. Around 16% of the

population belongs to scheduled castes (SC) category. Population belonging to Scheduled

Tribe (ST) category in Ghaziabad are negligible and are part of the mainstream population.

2. Health & Education Facilities

53. Ghaziabad is a main centre for educational and health facilities in the region. There are a

number of schools, colleges, professional education institutions, general and special health

care facilities in the City, serving a large number of population from the City and the other

near and far areas.

3. History, Culture and Tourism

54. The City was founded in 1740 by the Emperor, Ghazi-ud-din, who called it Ghaziuddin

Nagar after himself and built a spacious structure consisting of 120 rooms of masonry with

pointed arches. Only the gate, a few portions of the boundary wall and a massive pillar

about fourteen feet high remain now, the precincts now being inhabited. His mausoleum

still stands in the city but is in a bad state. Ghaziabad played active role in the Indian

freedom struggle, the revolt of 1857. An encounter took place between the freedom

fighters and British force in Ghaziabad during that time. This was regarded as the first war

of independence and it brought Ghaziabad much of its glory. On 14th November 1976,

Ghaziabad became a separate district. Then on, Ghaziabad has developed in all fronts and

it is now one of the biggest and fast developing centers in NCR.

55. There are no notified or protected monuments or sites of archeological and historical


20

importance in the City. The tourism potential of is minimal.

E. Profile of Proposed Flyover Site

56. The site is located in the central location of the city (Figure 4-6 ). Site is bounded by roads

on all sides and there are no residential or sensitive areas in the vicinity. Ghaziabad

Development Authority (GDA) office is located adjacent to the site. This is predominantly

a commercial and institutional area. The topography of the site is plain. There are no water

bodies/streams in the vicinity. The soil is characterized by silty sand and clay.

Groundwater depth is 25 m below ground level.

57. A bus stand is presently functioning at the site. The site consists of a building housing its

UPSDRTC office and some commercial establishments. In addition there are temporary

structures, a water tank, and few open covered sheds with seating arrangement, and toilet

and water facilities provided for commuting bus passengers. Except, these, the site has no

structure, buses are parked on open site. Bus stand is protected by a compound wall all

around. There are three matured Neem trees within the site.


22

Photographs of the Site:


23

5. ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

A. Overview

58. As a general practice, an IEE should evaluate impacts due to the location, design,

construction and operation of the project. Construction and operation are the two activities

in which the project interacts physically with the environment, so they are the two

activities during which the environmental impacts occur. In assessing the effects of these

processes therefore, all potential impacts of the project should be identified, and mitigation

is devised for any negative impacts. Following sections evaluate the impacts of the

proposed Multi-level Parking Facility in Ghaziabad.

B. Construction Impacts

59. This subproject will involve construction of the following elements at the old bus stand at

Navyug Chowk in Ghaziabad:

• Construction of a building with 4 levels including the ground level with a ramp

facility to approach different levels with adequate fire protection and lighting

facilities

• Provision of basic facilities such as water, sewer, to cater for operation of commercial

establishments in ground floor

Table 5-1: Construction Method & Materials of Flyover

Element Construction Details Construction Activities

Multi-level

Parking

Facility

Construction of 4 level structure

(Ground floor + 3 floors)

Total site area: 10,040 sq. m

Build-up area: 34,156 sq. m

Capacity (floor area and parking

space):

Ground floor: parking space of 11t

two-wheelers and 5000 sq. m of

commercial space

First to third floor: Parking 213

two-wheelers and 777 cars

• Dismantling of existing structures & site

clearance • Excavation for foundations • Casting of foundations, columns, slab

and ramp in reinforced cement concrete • Construction of brick walls • Providing door and windows and fixtures • Building finishes • Water supply & sewerage facilities -

internal plumbing works, water & sewer

connection with main city network


24

60. Total quantity of earthwork excavation has been estimated as 7,792 m3. In addition, waste

rubble will be generated from dismantling of existing structures on the site. All

reusable/recyclable material like wooden, steel, glass, roof sheets etc will be retrieved. The

waste material will mostly be cement concrete and brick rubble.

61. Ready mix concrete, procured and brought to site on truck from nearest plant, will be

utilized in construction. The other construction material that is required in bulk will be

sand, aggregate, cement, cement concrete blocks/clay bricks, etc. Construction materials

like sand and aggregate will be sourced from quarries approved by the respective Mines &

Geology Departments. Yamuna Nagar in Haryana about 200 km away is a known source

for stone aggregates, Ghaghar, 180 km away and Haridwar, 160 km away are sources for

sand.

1. Impacts on Physical Resources

62. Construction will involve dismantling of existing structures, excavation for foundations,

and disposal of the waste material which could have physical impacts.

63. In earthwork most of the impacts are related to disposal of surplus soil. Therefore the

rubble and surplus soil needs to be disposed without any major impacts. The contractor

shall therefore implement the following measures:

• Salvage the recyclable and reusable material as much as possible and reduce the

quantity that needs to be disposed off

• Estimates the quantity of rubble and prepare a rubble management plan

• Dispose rubble only in solid waste dumping sites or filling up abandoned quarries or

as recommended by UPPCB

• Utilize excavated soil in construction – to raise the ground-level or road construction

• The waste soil can be utilized for raising the ground-level of the site on Loni Road,

which is proposed for development of new Bus Terminal.

64. Dismantling and excavation activities could cause physical impacts, including creation of

the dust during dry weather and silt-laden runoff during rainfall, both of which would

affect people who live and work near the site and reduce the quality of adjacent land.

Earthwork will not mostly be conducted in rainy season, so this will avoid any problems

from runoff. In Ghaziabad, dry weather prevails in most part of the year, and therefore

generation of dust may be significant. Since the site is located in a busy commercial and

institutional area the impact will be significant. It will therefore be necessary to prevent

dust, which could be generated in quite large quantities. The Contractor should therefore:

• Wrap the site/construction area with geo-textile fabric or install dust barriers to the

necessary height

• Apply water and maintain soils in a visible damp or crusted condition for temporary

stabilization


25

• Apply water prior to leveling or any other earth moving activity to keep the soil moist

throughout the process;

• Use tarpaulins to cover loose material/soil that is transported to and from the site by

truck

• Control dust generation while unloading the loose material (particularly aggregate) at

the site by sprinkling water and unloading inside the barricaded area

• Clean wheels and undercarriage of haul trucks prior to leaving construction site

• Stabilize surface soils where loaders, support equipment and vehicles will operate by

using water and maintain surface soils in a stabilized condition where loaders, support

equipment and vehicles will operate

• Don't allow access in the work area except workers to limit soil disturbance and

prevent access by fencing

65. As the shallow excavations (maximum depth 3.25 m) will be made for foundations, there

is no possibility of groundwater collecting in voids. The groundwater table depth at the

site is about 25 m below ground level.

2. Ecological Resources

66. There are no protected areas in or around the site and no known areas of ecological

interest. There are three trees in the site, which need to be cut off.

67. Necessary approvals from competent authority (Forest Department/Ghaziabad Nagar

Nigam) shall be obtained and the guidelines for compensatory measures, if any of the

competent authority, must be adhered to. In any case, as a compensatory measure, three

trees will be planted and maintained for each tree felled.

3. Economic Development

68. The proposed site (existing bus stand) belongs to Uttar Pradesh State Road Transport

Corporation (UPSRTC), a state-government owned autonomous corporation. It is

proposed to shift the existing bus stand to a newly identified site as per the Ghaziabad

Master Plan. The existing bus stand site will be transferred to Ghaziabad Development

Authority for development and maintenance of proposed parking facility. This project

therefore does not involve any private land acquisition.

69. Within in the bus stand premises, seven shops of different functional types and a bi-cycle

stand is located. Those shops and the bi- cycle stand were provided space by UPSRTC on

monthly lease rent. The proposed sub-project will directly impacted upon the livelihood of

those 7 affected persons. NCRPB Environmental and Social Management System (ESMS)

and Policy provides that the owners and tenants of these businesses do not suffer

economically as a result of the project, and a Resettlement Plan have been prepared to

assess the nature and extent of the losses and the compensation that is needed.


26

70. The traffic on the surrounding roads, which are already congested by vehicles and

pedestrians, will be increased further due to movement of construction vehicles

transporting material to the site. Following measures shall be followed by the Contractor:

• Plan work to avoid peak traffic hours

• Plan routes to avoid narrow streets, congested roads, etc

4. Social and Cultural Resources

71. There are no historical or cultural heritage sites in Ghaziabad in general or at the project

site in particular. Therefore there are no likely impacts.

72. The site is located in a central area of the city, with large commercial and institutional

areas. Action should be taken to minimize nuisance and disturbance due to construction

work as far as possible. This will require:

• Consultation with the local community to inform them of the nature, duration and

likely effects of the construction work, and the mitigation measures in place

• Implementing measures to reduce dust generation (as stated above)

• Implementing measures to control noise:

o During construction work ambient noise level should not exceed more than 65

dB(A).

o Do not cut materials (like floor tiles) without proper dust control/noise control

facility

o Proper planning of work programme so that any particularly noisy or

otherwise invasive activities can be scheduled to avoid sensitive times;

• Utilising modern vehicles and machinery with the requisite adaptations to limit noise

and exhaust emissions, and ensuring that these are maintained to manufacturers’

specifications at all times.

73. There is invariably a safety risk when substantial construction such as this is conducted in

an urban area, and precautions will thus be needed to ensure the safety of both workers

and citizens. This should include such measures as:

• Following standard, safe and quality construction practices;

• Excluding the public from the site – enclosing/barricading the construction area;

providing warning boards and sign boards and posting of security guards throughout

the day and night

• Ensuring that all workers are provided with and use appropriate Personal Protective

Equipment (helmet, hand gloves, boots, masks, safety hoists when working at height,

etc);

• Barricade the entire area that may come under influence in case of accidents – this

may particularly critical if heavy duty cranes are used;

• Follow standard practices of safety checks as prescribed before use of equipments


27

such as cranes, hoists, etc.

• Provide on -site Health and Safety Training for all site personnel;

• Report accidents to the authorities promptly, and maintain records

74. There could be some short-term socio-economic benefits from the construction work if

local people gain employment in the workforce. To ensure that these benefits are directed

to local people, the Contractor should be required to employ as much of his labour force as

possible from the local communities. Drawing of majority of workforce from local

communities will avoid problems that can occur if workers are imported, including social

conflicts and issues of health and sanitation due to labour camps. If temporary labour

camps are to be provided; Contractor should ensure that they are maintained well with

proper water supply and sanitation facilities.

C. Operation Stage Impacts

75. The parking facility would operate without the need for major maintenance or repair,

therefore there are no major impacts envisaged. During operation, the impacts are mainly

due to resource consumption (water and electricity), generation of wastewater (from toilet

and bath facilities to cater to the commercial space provided in the facility), health &

safety hazard (fire and other accidents) and noise generation (from moving vehicles in the

facility at higher elevation).

76. Water consumption will be very minimal and limited to commercial space requirements.

An individual water connection of commercial category will be taken from Ghaziabad

Nagar Nigam. This additional demand generated by the proposed parking facility unlikely

to have any effect on the existing water supply infrastructure or consumption pattern.

Similarly, the domestic wastewater that is generated from toilets and baths will be

disposed into the nearest sewer of GNN for treatment and further disposal. The

contribution of this sewage to the total sewage generation of the city (about 128 MLD) is

negligible. Nevertheless, at present, the sewage treatment plants are underutilized at 71

percent and therefore the additional sewage generation will not have any impact on the

existing facilities.

77. Electricity consumption will be limited by designing environmental friendly building that

requires less power.

78. The facility will be designed as per the local guidelines and meeting approved fire and

hazard safety norms. Exit facilities shall be designed so as to enable evacuation from the

facility in not more than 2.5 minutes. Fire escape routes shall be enclosed by fire resistant

construction. The Developer will design, erect, test, and commission the entire Fire

Protection System (FPS) as per the requirements of National Building Code of India

(NBC). Fire Alarm System shall be complete with detectors, manual call points, fire

alarm panels, battery, etc and shall be in accordance with the National Building Code. It is

the responsibility of the Developer to get the building and installed Fire Protection System

inspected and approved by the local Fire Service Officer, or other Government and /or

Local Authorities.


28

79. Generation of noise from vehicles parking at higher level may have impacts on

surrounding buildings. This impact however is considered minimal as there are no

sensitive land uses in the immediate vicinity. The facility surrounded by roads on three

sides.

80. There could be a positive impact as it is proposed to develop a rainwater harvesting system

for the building.

81. To sum up the above, the following measures being included in the design and

development of the proposed multi-level parking facility to minimize the operation stage

impacts, if any.

• Water supply shall be sourced from water supply network of Ghaziabad Nagar

Nigam; no bore wells or any groundwater extraction structures shall be built in the

site;

• Develop rainwater harvesting system; minimize water usage

• Connect the wastewater outlet to nearest sewer of GNN

• Design the structure utilizing more natural light to reduce artificial lighting

requirement;

• Minimize use of air conditioners in the commercial area by good orientation and

appropriate construction materials

• Design the building in compliance with fire safety norm and provide Fire Protection

System as per the requirements of National Building Code of India (NBC)

D. Location and Design Impacts

82. In many environmental assessments there are certain effects that, although they will occur

during either the construction or operation stage, should be considered as impacts

primarily of the location or design of the project, as they would not occur if an alternative

location or design was chosen.

83. However in case of this subproject it is not considered that there are any impacts that are a

result of the design or location. This is because:

• The project will be built on a government owned site and involves straightforward

construction and low-maintenance operation, in an environment that is not especially

sensitive, so it is unlikely that there will be major impacts;

• Most of the predicted impacts are associated with the construction process, and are

produced because that process involves quite extensive construction work. However

the routine nature of the impacts means that most can be easily mitigated, and

• The operation stage impact mostly related to fire risk and safety hazard, which are

duly considered in the design and necessary measures and included in the project.


29

6. INSTITUTIONAL ARRANGEMENTS

A. Institutions Involved

84. Following agencies will be involved in implementing this Multilevel Parking Facility

subproject at Navyug Chowk in Ghaziabad:

(i) NCRPB: National Capital Region Planning Board is the funding agency for the

project.

(ii) Implementing Agency (IA): Implementing Agency of the Project will be Ghaziabad

Development Authority. IA will be responsible for the project implementation.

Operation & maintenance will also be the responsibility of the IA.

(iii) Design and Supervision Consultants: Implementing Agency will be assisted by

Design and Supervision Consultants (DSC) in tendering, and reviewing and revising

designs during the construction, if required, and supervising the construction to

ensure quality.

(iv) Construction Contractors: IA will appoint Construction Contractors (CC) to build

the infrastructure elements.

85. Implementing the project according to and in compliance with the policies the funding

agency, NCRPB, will be the responsibility of the Implementing Agency (IA). The

Environmental and Social Management Cell (ESMC) of NCRPB will deal with

environmental and social safeguard issues. ESMC would guide and monitor IA in

complying with its ESMS and Policy.

86. ESMC. The ESMC will be housed inside the appraisal function of NCRPB and will have

two distinct sub-functions, i.e. managing environmental safeguards and social safeguards.

ESMC will be provided with one full-time staff - safeguards officer, who will look after

the day-to-day activities related to the safeguard compliance. Safeguard Officer will be

responsible for both environmental and social safeguard functions. Based on the necessity,

the Safeguards Officer will source expertise from outside/external consultants on a case-

to-case basis.

87. ESMC will review and approve IEE, oversee disclosure and consultations, and will

monitor the implementation of environmental monitoring plan and environmental

management plan where required. The Construction Contractor (CC) will implement

mitigation measures in construction. IA or DSC will monitor the implementation of

mitigation measures by the CC. ESMC will oversee the implementation of EMP.

Implementation of mitigation and monitoring measures during the operation and

maintenance (O&M) stage will be the responsibility of the implementing agency.


30

7. ENVIRONEMNTAL MANAGEMENT PLAN

A. Environmental Management Plan

88. The proposed subproject and its components, the baseline environmental profile of the

subproject area, the anticipated environmental impacts and appropriate mitigation

measures to avoid/ reduce/ mitigate/compensate for the identified impacts have been

discussed in detailed in earlier sections.

89. This Environmental Management Plan is developed for implementation listing the

impacts, appropriate mitigation measures, delegating the responsibility of implementation

to concerned agencies. This is shown in the following Table 7-1.

B. Environmental Monitoring Plan

90. A program of monitoring will be conducted to ensure that all the parties take the specified

action to provide the required mitigation, to assess whether the action has adequately

protected the environment, and to determine whether any additional measures may be

necessary. Regular monitoring of implementation of mitigations measures by Construction

Contractor will be conducted by the Implementing Agency. Periodic monitoring and

overseeing of implementation of mitigation measures will be conducted by the ESMC of

NCRPB. Monitoring during operation stage will be conducted by the Operating Agency.

91. Most of the mitigation measures are fairly standard methods of minimizing disturbance

from building in urban areas (public inconvenience and traffic disruptions). Monitoring of

such measures normally involves making observations in the course of site visits, although

some require more formal checking of records and other aspects.

106. Table 7-2 shows the proposed Environmental Monitoring Plan (EMP) for this Project,

which specifies the various monitoring activities to be conducted during different phases

of the project. The EMP describes: (i) mitigation measures, (ii) location, (iii) measurement

method, (iv) frequency of monitoring and (v) responsibility (for both mitigation and

monitoring).


31

Table 7-1: Environmental Management Plan

Potential Negative Impacts Sig Dur Mitigation measures Responsibility Location Cost

Preconstruction

Involuntary resettlement

Description: Displacement of lease

holders and squatters

L P • Implement compensatory measures as recommended

by the Resettlement Plan prepared in accordance with

NCRPB ESMS

o

GDA MLP Site Part of

RP Cost

Construction

Tree Cutting

Description: The proposed work requires

cutting of 3 trees of domesticated local

species

• Obtain necessary approvals from Forest

Department/Ghaziabad Nagar Nigam for tree cutting

• Plant and maintain three trees for each tree felled as a

compensatory measure

CC MLP Site Part of

project

cost

Dismantling and excavation will produce

large quantity of waste soil, which needs

proper disposal.

L P • Salvage the recyclable and reusable material as much

as possible and reduce the quantity that needs to be

disposed off

• Estimates the quantity of rubble and prepare a rubble

management plan

• Dispose rubble in only in solid waste dumping sites

or filling up abandoned quarries or as recommended

by UPPCB

• Utilize excavated soil in construction – to raise the

ground-level or road construction

• The waste soil can be utilized for raising the ground-

level of the site on Loni Road proposed for

development of new Bus Terminal.

CC MLP Site

and

Disposal

Site

Part of

standard

contract


32


Dust nuisance due to construction

Description. Dismantling, earthwork

excavation, refilling, handling and

transportation of construction materials

(like sand and aggregate), and handling,

and transportation produce large volumes

of dust if it is not done properly.

M T • Wrap the site/construction area with geo-textile

fabric or install dust barriers to the necessary height

• Apply water and maintain soils in a visible damp or

crusted condition for temporary stabilization

• Apply water prior to leveling or any other earth

moving activity to keep the soil moist throughout the

process;

• Use tarpaulins to cover loose material/soil that is

transported to and from the site by truck

• Control dust generation while unloading the loose

material (particularly aggregate) at the site by

sprinkling water and unloading inside the barricaded

area

• Clean wheels and undercarriage of haul trucks prior

to leaving construction site

• Stabilize surface soils where loaders, support

equipment and vehicles will operate by using water

and maintain surface soils in a stabilized condition

where loaders, support equipment and vehicles will

operate

• Don't allow access in the work area except workers to

limit soil disturbance and prevent access by fencing

CC MLP Site Part of

standard

contract

Impacts due to improper mining for

construction materials

.

L P • Ensure that construction materials (sand, aggregate

and gravel) are obtained from quarries licensed by

Geology and Mining Departments of respective state

governments (Haryana/ Uttar Pradesh /Uttarakhand)

CC NA Part of

standard

contract

Increase in traffic due to trucks carrying

construction material and heavy

equipment

L T • Plan work to avoid peak traffic hours

• Plan routes to avoid narrow streets, congested roads,

and places of religious importance

CC NA Part of

standard

contract


33


Nuisance to noise, dust and other

construction related activities to the

general public and surrounding land use

• Consul with the local community to inform them of

the nature, duration and likely effects of the

construction work, and the mitigation measures in

place

• Implement measures to reduce dust generation (as

stated)

• Implementing measures to control noise:

o During construction work ambient

noise level should not exceed more

than 65 dB(A).

o Do not cut materials (like floor tiles)

without proper dust control/noise

control facility

o Proper planning of work programme so

that any particularly noisy or otherwise

invasive activities can be scheduled to

avoid sensitive times;

• Utilize modern vehicles and machinery with the

requisite adaptations to limit noise and exhaust

emissions, and ensuring that these are maintained to

manufacturers’ specifications at all times.

CC MLP Site Part of

standard

contract

Workers and public at risk from

accidents on site

Description. Deep excavations, operating

heavy-duty construction equipment

M T • Following standard, safe and quality construction

practices;

• Excluding the public from the site –

enclosing/barricading the construction area;

providing warning boards and sign boards and

posting of security guards throughout the day and

night

• Ensuring that all workers are provided with and use

appropriate Personal Protective Equipment (helmet,

hand gloves, boots, masks, safety hoists when

working at height, etc);

• Barricade the entire area that may come under

CC MLP Site Part of

standard

contract


34


influence in case of accidents – this may particularly

critical if heavy duty cranes are used;

• Follow standard practices of safety checks as

prescribed before use of equipments such as cranes,

hoists, etc.

• Provide on -site Health and Safety Training for all

site personnel;

• Report accidents to the authorities promptly, and

maintain records

Economic benefits for people employed

in workforce

L T • Ensure that most of the unskilled workforce is from

local communities

CC MLP Site NA

Operation Impacts

Impact on water resources; water supply

and sewerage infrastructure

• Water supply shall be sourced from water supply

network of Ghaziabad Nagar Nigam; no bore wells or

any groundwater extraction structures shall be built

in the site;

• Develop rainwater harvesting system; minimize

water usage

• Connect the wastewater outlet to nearest sewer of

GNN

GDA/developer MLP Site

Power consumption • Design the structure utilizing more natural light to

reduce artificial lighting requirement;

• Minimize use of air conditioners in the commercial

area by good orientation and appropriate construction

materials


Safety & fire risk • Design the building in compliance with fire safety

norm and provide Fire Protection System as per the

requirements of National Building Code of India

(NBC)



35

Table 7-2: Environmental Monitoring Plan

Mitigation measures Responsible

for

Mitigation

Monitoring

Method &

Parameters

Monitoring

Frequency

Responsible for

monitoring

Cost

Pre-Construction

• Implement measures as recommended by RP GDA Records review;

interview with APs

As needed ESMC Part of project

management cost

• Obtain necessary approvals for tree cutting

• Plant and maintain three tree for each tree felled

CC Records review; on

site-observation

As needed GDA Part of construction

supervision cost

• Water supply shall be sourced from local network

• No bore wells or groundwater extraction structures

• Develop rainwater harvesting system


• Design the structure to reduce power consumption

• Design the building in compliance with fire safety norms

GDA Design review and

site observations

As needed ESMC Part of project

management cost

Construction

• Salvage the recyclable material as much as possible

• Prepare a rubble management plan

• Dispose rubble only in solid waste dumping sites or

filling up abandoned quarries

• Utilize excavated soil in construction

• Wrap the site/construction area with geo-textile fabric or

install dust barriers to the necessary height

• Apply water and maintain soils in a visible damp

• Apply water prior to leveling or any earth moving activity

• Use tarpaulins to cover loose material/soil in transport

• Control dust generation in unloading the loose material

• Clean wheels and undercarriage of haul trucks

• Stabilize surface soils in work place

CC Observations on-

site/off-site; CC

records

Weekly GDA Part of construction

supervision cost


36

Mitigation measures Responsible

for

Mitigation

Monitoring

Method &

Parameters

Monitoring

Frequency

Responsible for

monitoring

Cost

• Don't allow access in the work area except workers

• Obtain construction materials from approved mines

• Plan routes to avoid narrow streets/congested roads

• Plan work to avoid peak traffic hours

• Consult with the local community to inform them of work

• Ambient noise level not to exceed 65 dB(A)

• Utilize modern vehicles and machinery

• Follow standard, safe and quality construction practices

• Ensure that all workers are provided with and use PPE

• Barricade the entire area

• Follow standard practices of safety checks for cranes

• Provide on -site Health and Safety Training

• Report accidents and maintain records

• Draw unskilled workforce is from local communities

CC Observations on-

site/off-site; CC

records

Weekly GDA Part of construction

supervision cost


37

8. PUBLIC CONSULTATION AND INFORMATION DISCLOSURE

A. Project Stakeholders

92. Most of the main stakeholders have already been identified and consulted during

preparation of this IEE, and any others that are identified during project implementation

will be brought into the process in the future. Primary stakeholders are:

• People near the old bus stand area and Navyug market;

• Public representatives and prominent citizens;

• Ghaziabad Nagar Nigam;

• Ghaziabad Development Authority

93. Secondary stakeholders are:

• Other concerned government institutions (utilities, regulators, etc)

• NGOs and CBOs working in the local area;

• Other community representatives (prominent citizens, religious leaders, elders,

women’s groups);

• The beneficiary community in general

• NCRPB as the Funding Agency

B. Consultation and Disclosure

94. A series of public consultation meetings were conducted during project preparation.

Various forms of public consultations (consultation through household surveys, ad hoc

discussions on site) have been used to discuss the project and involve the community in

planning the project and mitigation measures.


38

9. RECOMMENDATION AND CONCLUSION

A. Recommendation

95. The process described in this document has assessed the environmental impacts of the

proposed Multi-level Parking Facility in Ghaziabad. Potential negative impacts were

identified in relation to design, location, construction and operation of the proposed

flyover. Mitigation measures have been developed to reduce all negative impacts to

acceptable levels. These were discussed with specialists responsible for the engineering

aspects, and measures have been included in the designs. This means that the number of

impacts and their significance has already been reduced by amending the design. These

include:

• Construction of the facility on government owned site

• Design as per seismic zone to eliminate risk

• Compensatory tree plantation – 3 trees for each tree felled

96. Regardless of these and various other actions taken during the IEE process and in

developing the project, there will still be impacts on the environment when the

infrastructure is built. This is mainly because clearance of lease holders of commercial

establishments in the bus stand area and as well as squatters. Following are some of the

important mitigation measures suggested:

• Implementation of compensatory measures for clearance of encroachments as

recommended by the Resettlement Plan prepared in compliance with NCRPB

policies

• Condition that the all compensatory/resettlement measures must be implemented

before the signing of contract for civil works

97. During the construction phase, impacts mainly arise from generation of waste and dust

from dismantling of existing structures, soil excavation and refilling; and from the

disturbance to surrounding offices and commercial establishments by the construction

work. These are common impacts of construction in urban areas, and there are well

developed methods for their mitigation. Among these, disposal rubble and waste soil; dust

and noise nuisance, and public and worker safety due to large scale construction is

considered to be significant. Important measures suggested include:

• Salvaging the recyclable and reusable material as much as possible and reduce the

quantity that needs to be disposed off

• Preparation of a rubble management plan

• Wrap the site/construction area with geo-textile fabric or install dust barriers

• Apply water and maintain soils in a visible damp or crusted condition Use


39

tarpaulins to cover loose material/soil that is transported to and from the

• Don't allow access in the work area except workers to limit soil disturbance and

prevent access by fencing

• Noise control measures; during construction work ambient noise level should not

exceed more than 65 dB (A).

• Following standard, safe and quality construction practices;

• Ensuring that all workers are provided with and use appropriate Personal

Protective Equipment (helmet, hand gloves, boots, masks, safety hoists when

working at height, etc);

• Provide on -site Health and Safety Training for all site personnel;

98. During the operation, the impacts are mainly due to consumption of resource like water

and electricity, stress of existing infrastructure and disposal of wastewater generated from

toilet and bath facilities. Fire safety is another impact aspect. The following measures are

included in the design:

• Water supply shall be sourced from water supply network of Ghaziabad Nagar

Nigam; no bore wells or any groundwater extraction structures shall be built in the

site;

• Develop rainwater harvesting system; minimize water usage


• Design the structure utilizing more natural light and air to reduce the power

consumption

• Design the building in compliance with fire safety norm and provide Fire

Protection System as per the requirements of National Building Code of India

(NBC)

99. The main beneficiaries of the facility will be the citizens of Ghaziabad and parking users

in general.

100. Mitigation will be assured by a program of environmental monitoring conducted to ensure

that all measures are provided as intended, and to determine whether the environment is

protected as envisaged. This will include observations on and off site, document checks,

and interviews with workers and beneficiaries, and any requirements for remedial action

will be reported to the NCRPB.

101. Stakeholders were involved in developing the IEE through both face-to-face discussions

on site and a large public meeting will be held in the town, after which views expressed

will be incorporated into the IEE and the planning and development of the project.

102. There are two essential recommendations that need to be followed to ensure that the

environmental impacts of the project are successfully mitigated. The IA shall ensure that:

• All mitigation, compensation and enhancement measures proposed in this IEE


40

report and in the Resettlement Plan (RP) of the subproject are implemented in full,

as described in these two documents;

• The Environmental Monitoring Plan proposed in this report and the internal and

external monitoring proposed in the Resettlement Plan are also implemented in

full.

B. Conclusion

103. The environmental impacts of the proposed Multi-level Parking Facility in Ghaziabad

have been assessed by the Initial Environmental Examination reported in this document,

conducted according to the NCRPB ESMS. Issues related to Involuntary Resettlement

were assessed by a parallel process of resettlement planning and will be compensated by

measures set out in detail in the Resettlement Framework for the subproject.

104. The overall conclusion of both processes is that providing the mitigation, compensation

and enhancement measures are implemented in full, there should be no significant

negative environmental impacts as a result of location, design, construction or operation of

the subproject.

105. There are no uncertainties in the analysis, and no additional work is required to comply

with NCRPB procedure or national law. There is thus no need for further study or

Environmental Assessment.



w +91.80. 3918.7500 f +91.80. 2363.4097

www.WilburSmith.com

NCR Planning Board



FINAL REPORT

Volume V-D4: DPR for Multi-level Parking Facility at Ghaziabad

Short Resettlement Plan

July 2010

i

Abbreviations


AF : Affected Family

AP : Affected Person

BPL : Below Poverty Line

BSR : Basic Schedule of Rates

CPR : Common Property Resource

DPR : Detailed Project Report

EA : Executing Agency

FGD : Focus Group Discussions


GRC : Grievance Redressal Committee

GDA : Ghaziabad development Authority

GNN : Ghaziabad Nagar Nigam

HH : Household

HOH : Head of Household

INR : Indian National Rupee

IP : Indigenous Peoples

IO : Implementing Organisations

IA : Implementing Agency

IPSA : Initial Poverty & Social Assessment


LTH : Legal Title Holder

NCRPB : National Capital Region Planning Board

NGO : Non-Government Organizations

NPRR : National Policy on Resettlement & Rehabilitation

PMU : Project Management Unit

PRA : Participatory Rural Appraisal

R&R : Resettlement & Rehabilitation

ROW : Right of Way

RO : Resettlement Officer

RP : Resettlement Plan

SC : Schedule Caste

ST : Schedule Tribe

TORs : Terms of Reference

WHH : Women Headed Household

ii

Contents

1. SHORT RESETTLEMENT PLAN .............................................................................................................. 1

A. DESCRIPTION OF THE PROJECT ...................................................................................................................... 1 B. OBJECTIVES OF THE SHORT RESETTLEMENT PLAN ....................................................................................... 3 C. SCOPE OF LAND ACQUISITION & RESETTLEMENT ........................................................................................ 3 D. SOCIOECONOMIC INFORMATION AND PROFILE ............................................................................................. 4 E. INFORMATION DISCLOSURE, AND CONSULTATION ....................................................................................... 7 F. RESETTLEMENT PRINCIPLES AND POLICY FRAMEWORK .............................................................................. 7 G. GRIEVANCE REDRESS MECHANISM .............................................................................................................. 9 H. INSTITUTIONAL ARRANGEMENTS, AND IMPLEMENTATION SCHEDULE ........................................................ 9 I. RESETTLEMENT BUDGET ............................................................................................................................. 11 J. TRAINING, MONITORING & EVALUATION ................................................................................................... 12

List of Tables

Table 1-1: Status of Census & Socio-economic Survey ........................................................................ 4 Table 1-2: Summary Profile of the Affected Households ...................................................................... 4 Table 1-3: Social Stratification details of APs ....................................................................................... 5 Table 1-4: Educational Structure (Age more than 6) ............................................................................. 5 Table 1-5: Occupation Structure (Age more than 18 yrs.) ..................................................................... 6 Table 1-6: Annual Income Pattern of Affected Households .................................................................. 6 Table 1-7: Household Asset Holding pattern ......................................................................................... 6 Table 1-8: Entitlement Matrix ................................................................................................................ 9 Table 1-9: Tentative Implementation Schedule ................................................................................... 11 Table 1-10: Resettlement Budget ......................................................................................................... 11

List of Figures

Figure 1: Location of Multi level Parking Facility – Old Bus Stand area near GDA ............................ 2

List of Appendices

Appendix 1: Photographs of Proposed Site

Appendix 2: List of Affected Persons

Appendix 3: Stakeholders’ Participatory Consultation – Abstracts

Appendix 4: Public Consultation and Disclosure Plan

Appendix 5: Terms of Reference for RP Implementing Agency / NGO

Appendix 6: TOR for Independent External Monitor for Monitoring & Evaluation of RP

implementation

Appendix 7: Census and SES Questionnaire Format

Appendix 8: Involuntary Resettlement Categorization Form

Appendix 9: Summary Poverty Reduction and Social Strategy

WSA_NCRPB_FR MLPGZB_Vol VD-4 (15 Jul 10)

1

Glossary

Affected Person (or

Household)

People (households) affected by project-related changes in use of land, water,

forest, grazing land, or other natural resources

Compensation Payment in cash or kind to which the people affected are entitled in order to

replace the lost asset, resource or income

Entitlement Range of measures comprising compensation, income restoration, transfer

assistance, income substitution, and relocation which are due to the affected

persons, depending on the nature of their losses, to restore their economic and

social base to pre-project situation

Grievance Redress

Committee

The committee formed to resolve grievances of the project affected

persons/families/communities.

Involuntary

Resettlement

Development project results in unavoidable resettlement losses that people

affected have no option but to rebuild their lives, incomes, and asset bases

elsewhere.

Land Acquisition It is the process whereby land and properties of individuals/community are

acquired for the purpose of project construction

Relocation Rebuilding housing, assets, including productive land, and public

infrastructure in another location

Rehabilitation Re-establishing incomes, livelihoods, living and social system

Replacement rate Cost of replacing lost assets and incomes, including cost of transactions

Resettlement effects Loss of physical and non-physical assets, including homes, communities,

productive land, income-earning assets and sources, subsistence, resources,

cultural sites, social structures, networks and ties, cultural identity and mutual

help mechanisms

Resettlement Plan A time-bound action plan with budget setting out resettlement strategy,

objectives, entitlement, actions, responsibilities, monitoring and evaluation

Vulnerable groups Distinct groups of people who might suffer disproportionately from

resettlement effects.

Source: ADB’s Handbook on Resettlement: A Guide to Good Practice, 1998


2

EXECUTIVE SUMMARY

1. Description of the Project. As part of the Component B of ADB TA-7055 for capacity

development of NCRPB, several DPRs for different subprojects have been prepared for

NCR towns. As part of traffic and transportation improvement Plan of Ghaziabad city,

four sub projects have been selected for the preparation of DPR. It has been recommended

in the Master Plan of Ghaziabad -2021, to shift the existing Old Bus Station to the

proposed land on NH 24. In the event of this, the Old Bus Station land proposed to be

utilized for building a Multi-Storey parking lot. As per the Parking Survey, Maximum

parking is observed near GDA office which is located near the proposed site of car parking

facility, accounts about 356 vehicles in peak hours. With a view to improve the traffic

situation; the objective of the subproject is to Multi-Storey parking lot.

2. Objectives of the Short Resettlement Plan. In keeping with ADB’s Policy on Involuntary

Resettlement, a Short Resettlement Plan (SRP) has been prepared for the subproject. The

survey and assessment undertaken during preparation of the subproject indicates that the

subproject will entail some degree of resettlement impact and this SRP has been prepared

in accordance with ADB’s Policy on Involuntary Resettlement to address those impacts.

This short RP identifies the broad scope of the subproject and outlines the policy,

procedures for compensation and other assistance measures for affected persons and

institutional requirements for implementation, budget etc. of RP under NCRPB project.

3. Scope of Land Acquisition & Resettlement. The present bus station is proposed to be

shifted to a new area. The land to be released by the present bus station is proposed to be

utilized for the sub –project of multi-level car parking. The land of the present bus station

belongs to Uttar Pradesh State Road Transport Corporation (UPSRTC), a public sector

undertaking of Government of Uttar Pradesh. Since land belongs to a quasi government

body, before appraisal of the subproject, the issues related to land transfer needs to be

looked into in detail. There are 6 shop and 1 bi-cycle stand indifferent types are currently

located within the bus station. Those shops and the bi- cycle stand were provided space by

UPSRTC on monthly lease rent. The proposed sub-project will directly impacted upon the

livelihood of those 7 affected persons.

4. Socioeconomic Information and Profile. A census and socio-economic survey was

undertaken in the bus station. An estimated 07 APs will be affected. All 7 shop owners/

households are commercial in nature. They run their business like canteen, book store,

long distance call telephone booth etc, and earn their livelihood. During consultations, the

APs expressed their willingness to shift their business and requested for alternative space.

During census and Socio-economic survey 1 shop was closed. The socio-economic survey

was carried out for 6 shop owner. The number of total affected population as derived from

the 06 surveyed households is 42, thereby making the average family size as 7. There are

no vulnerable persons among the affected households have been found from the census

and socio economic survey. Main occupation of the surveyed households is small trade &

business. The average household income is Rs.1,38,000.


3

5. Information Disclosure and Consultation. The social team carried out preliminary

consultations, through Focus Group Discussions (FGDs) and meetings with the APs as

well as the general public. FGDs were conducted primarily in the area with problems of

traffic congestion as the bus station is located in the heart of the city.FGDs were also

conducted with the APs wherein policy related issues, i.e., displacements and other issues.

As part of the preparation for the project, state level workshop was conducted with

participation from key stakeholders, line agencies/institutions, government officials, and

others. The purpose of the stakeholder workshop was to present and discuss the different

aspects of project and approach to social impacts and resettlement.The short RP will be

translated in Hindi language and will be made available to the affected people by the

Executing Agency (EA) for review and comments on the policy and mitigation measures,

particularly the compensation package, by means of subproject-level Disclosure

workshops prior to loan negotiation. Copies of the short RP will also be made available at

the local level public offices such as GDA, Municipal Corporation to the stakeholders for

local inputs prior to award of civil work contract. The proceedings of the disclosure

workshop and the feedback received will be sent to ADB for review. The final RP will

also be disclosed on the ADB Website and NCRPB website.

6. Resettlement Principles and Policy Framework. The resettlement principles adopted for

this subproject recognize the State Land Acquisition (LA) Act 1894 and the entitlement

benefits as listed in the National Policy on R&R,2007 (Government of India) and the

relevant Asian Development Bank’s (ADB) policies and operations manuals, in particular

the policy on Involuntary Resettlement (Safe Guard Requirements 2009), and Operations

Manual F2 on Involuntary Resettlement (2006) and Hand Book of Resettlement-A Guide

to Good Practices, 1998.

7. All the 6 structures/shops are commercial in nature and small business activities were

observed within the structures. No encroachers are found to be carrying out any productive

occupation within the bus station premises. Relocation assistance and income loss

assistance has been considered for the rented shop owners. Since, all the small business

have been considered as productive and support livelihood, assistance for loss of income

has also been considered in the entitlement matrix prepared for the subproject. As some

commercial activities is also proposed in the multi-level car parking area, the engineering

team also earmarked some area for the project affected shop owners where all the 7 shop

owners will be given space to run the business activities. As the census survey was carried

out between 15 - 20 October, 2009, this may be considered as Cut-off date for the Non-

titleholder APs. The economic rehabilitation grant money will be deposited in bank

accounts to be released only for the purchase of income generating assets. NCRPB/EA and

IA(Ghaziabad Development Authority) will use the RP as a planning tool, verify and

update the inventory prior to implementation of the project, and provide ID cards to the

entitled affected persons for compensation and resettlement purposes. The principles

applicable in defining the entitlements and compensation packages for the affected

households shall remain unchanged.

8. Grievance Redress Mechanism. A Grievance Redressal Committee (GRC) will be

established in Ghaziabad for timely and satisfactory completion of RP related activities

and other requirements of the Resettlement Plan (RP) to facilitate satisfactory

implementation of all ADB funded projects. The primary objective of creating GRC is to


4

provide a mechanism in order to address and sort out all disputes related to

implementation of resettlement plan, most importantly, to mediate conflict and disputes

concerning compensation payments and cut down on lengthy litigation.

9. Institutional Arrangements and Implementation Schedule. National Capital Planning

Board (NCRPB) will be the Executing Agency (EA) for the Project. Ghaziabad

Development Authority(GDA) would act as implementing agency(IA). A separate

independent unit in IAs office will constitute for the purpose of overall coordination and

management of the project and it will be called as The Project Management Unit (PMU)

will also implement the RP with assistance of Design & Supervision Consultants (DSC) &

an experienced NGO/agency/institution, acting as Implementing Organization (IO) who

will shoulder the primary responsibility of the RP implementation. The PMU would

ensure monitoring any changes to subproject design which may require re-evaluation of

the need for and adequacy of the RP. If necessary, RP will be updated keeping changed

design in view while entitlement principle remaining unchanged. The PMU will ensure

resettlement budgets are delivered on time for timely RP implementation, prior to

commencement of construction work. The total time period for completion of the RP

implementation has been proposed as 12 months. An independent agency/monitoring

expert will be engaged by the PMU in agreement with ADB to undertake biannual external

monitoring of the project implementation. This expert will submit its reports biannually

directly to ADB and NCRPB.

10. Resettlement Budget. The total estimated budget for implementation of Resettlement Plan

(RP) including payment of compensation and assistance to the entitled AP, preparation of

identity card, cost of resettlement operation and management for the Project through

Implementing Agency and engaging Independent Monitor is INR Rs 0.90 Million.


1

1. SHORT RESETTLEMENT PLAN

A. Description of the Project

11. On Government of India’s request, Asian Development Bank (ADB) has formulated the






Component C relates to urban planning and other activities. As part of the Component B,

several DPRs of different subprojects have been prepared for NCR towns. As part of

traffic and transportation improvement Plan of Ghaziabad city, four sub projects have been

selected for the preparation of DPR. It has been recommended in the Master Plan of

Ghaziabad -2021, to shift the existing Old Bus Station to the proposed land on NH 24. In

the event of this, the Old Bus Station land proposed to be utilized for building a Multi-

Storey parking lot. As per the Parking Survey, Maximum parking is observed near GDA

office which is located near the proposed site of car parking facility, accounts about 356

vehicles in peak hours. This report is the Resettlement Plan of Multi-Storey parking lot.

Figure 1 shows the location of the bus stand where the multi-storied car parking is

proposed. Photographs of the proposed site are at Appendix 1.

12. With a view to improve the traffic situation; the objective of the subproject is to Multi-

Storey parking lot. In keeping with ADB’s Policy on Involuntary Resettlement, this Short

Resettlement Plan (SRP) has been prepared for the subproject. The project is expected to

bring quite a few benefits viz.

• Improved road transport corridors ;

• Road network connectivity;

• Improved management of road sector institutions, and

• Basic amenities to the town.

13. The project is also expected to indirectly help alleviate development constraints in trade &

commerce, education, health, social welfare, and public safety and contribute to general

expansion and diversification of development activities.

14. As per the requirement of Asian Development Bank Safe guard policy, 2009 require social

impact assessment during the design stage to avoid, reduce or mitigate potential negative

impacts of project action and enhance positive impacts, sustainability and development

benefits has been carried out. The assessments also contribute to engineering design and

result in the preparation of social action plans governing project implementation and the

resettlement and rehabilitation of those who may be displaced by road improvements.


3

15. The survey and assessment undertaken during preparation of the subproject indicates that

the subproject will entail some degree of resettlement impact and this SRP has been

prepared in accordance with ADB’s Policy on Involuntary Resettlement to address those

impacts. This short RP identifies the broad scope of the subproject and outlines the policy,

procedures for compensation and other assistance measures for affected persons and

institutional requirements for implementation, budget etc. of RP under NCRPB project.

B. Objectives of the Short Resettlement Plan

16. This Short Resettlement Plan (SRP) has been prepared to mitigate land acquisition and

resettlement impact considering outcome of the preliminary engineering and technical

design and topographic survey. Social screening was undertaken in conjunction with

project feasibility studies. It provides important inputs and guidance to engineering

designs.

17. The RP has been prepared based on census and socio-economic survey that was carried

out register and document the status of the potentially affected population within the

project impact area, their loss of assets, and sources of livelihood. The Census data

provided the basis for establishing a cut-off date for non-title holders in order to determine

who may be entitled to relocation assistance or other benefits from the project.

18. Socio-economic survey has also been carried out in order to establish the mitigation

measures and that includes comprehensive examination of people’s loss of assets,

incomes, important cultural or religious networks or sites, and other sources of support

such as common property resources. Analyses of survey results cover the needs and

resources of different groups and individuals.

19. Preparation of the Resettlement Plan (RP) was undertaken within the project’s social

assessment component. A key prerequisite of the RP is a policy framework for

resettlement containing categories of impacts and their corresponding entitlements. The

RP provide detailed guidance on how to implement provisions in the policy framework,

including institutional arrangements and budgets based on enumeration of project-affected

people with entitlements under the framework.

C. Scope of Land Acquisition & Resettlement

20. The present bus station is proposed to be shifted to a new area. The land to be released by

the present bus station is proposed to be utilized for the sub –project of multi-level car

parking. The land of the present bus station belongs to Uttar Pradesh State Road Transport

Corporation (UPSRTC), a public sector undertaking of Government of Uttar Pradesh.

Since land belongs to a quasi government body, before appraisal of the subproject, the

issues related to land transfer needs to be looked into in detail. There are 7 shops of

different functional types and 1 bi-cycle stand are currently located within the bus station.

Those shops and the bi- cycle stand were provided space by UPSRTC on monthly lease

rent. The proposed sub-project will directly impacted upon the livelihood of those 7

affected persons.


4

21. A census and socio-economic survey was undertaken in the bus station. An estimated 07

APs will be affected. All 07 shop owners/ households are commercial in nature. They run

their business like canteen, book store, long distance call telephone booth etc, and earn

their livelihood. During consultations, the APs expressed their willingness to shift their

business and requested for alternative space. During census and Socio-economic survey 1

shop was closed. The socio-economic survey was carried out for 6 shop owner. The

number of total affected population as derived from the 06 surveyed households is 42,

thereby making the average family size as 7. A list of Affected Households/APs is

annexed as Appendix 2.

Table 1-1: Status of Census & Socio-economic Survey

S. No Details No.

1. Total Affected APs/Household 07

2. Household / Shops not found 01

3. Total household / Shops surveyed 06

4. Total Affected Population (As per Survey of 06 Shops) 42

Source: Census & Socio-economic survey, October, 2009

D. Socioeconomic Information and Profile

22. All the 6 structures/shops are commercial in nature and small business activities were

observed within the structures. No encroachers are found to be carrying out any productive

occupation within the bus station premises. Relocation assistance and income loss

assistance has been considered for the rented shop owners. Since, all the small business

have been considered as productive and support livelihood, assistance for loss of income

has also been considered in the entitlement matrix prepared for the subproject. As some

commercial activities is also proposed in the multi-level car parking area, the engineering

team also earmarked some area for the project affected shop owners where all the 7 shop

owners will be given space to run the business activities.

23. A detailed socio-economic survey was carried out during the census operation in October,

2009 Table 1-1 shows briefly the status of census and socio-economic survey carried out

in October, 2009. Table 1-2 provides a brief socio-economic profile of the affected

persons.

Table 1-2: Summary Profile of the Affected Households

Characteristics Units

Total APs – Surveyed 06

Total Affected Population 42

Average Family Size of Affected HH 7

Total No. of Scheduled Caste HH 00

Total No. of Woman Headed Households 00

Total No. of Below Poverty Line Households 00

Main Occupation of the Affected Persons Small Trade & Business (Shops)

Average Annual Household /Shop Income 138000



5

24. The Resettlement Framework prepared for NCRPB classifies several groups of population

as socially “vulnerable” and has provided special assistance for them. The Vulnerable

groups are: (a) those who are below the poverty line (BPL); (b) those who belong to

scheduled castes (SC), scheduled tribes (ST); (c) female-headed households (FHH); (d)

elderly and (e) disabled persons. There are no vulnerable persons among the affected

households have been found from the census and socio economic survey. Main occupation

of the surveyed households is small trade & business. The average household income is

Rs.138,000.

25. Based on the data of the 06 surveyed households, social stratification of the affected

households can be ascertained (Table 1-3). Of the total APs, all are belongs to Hindu

community. All the APs, 06 in number, are of joint family type. The predominant family

size is “large” with up to 5 persons. The average family size is 7, as stated earlier.

Table 1-3: Social Stratification details of APs

S. No Criteria Classification No. of AFs

1. Community

Hindu 06

Muslim -

SC -

2. Family Type Joint 06

Nuclear -

3. Family Size

Up to 3 02

4-5 06

More than 5 -


26. Literacy status among the affected families is impressive. As per information collected

during census and socio economic survey (Table 1-4). The majority of the APs,

comprising about 50 %, are having the education level up to secondary. Nearly 38 %

achieved the education level up to middle. Only 12.50 % of the affected population have

achieved higher education up to intermediate level.

Table 1-4: Educational Structure (Age more than 6)

S. No Occupation No. of Person %

1. Illiterate 00 00.00%

2. Informally Literate 00 00.00%

3. Primary (Class IV) 00 00.00%

4. Middle (Class VIII) 12 37.50%

5. Secondary (Class X) 16 50.00%

6. Intermediate (Class XII) 04 12.50%

7. Graduate and above 00 00.00%

Total 32 100%


27. The proportion of the working population among the APs is 40 %. The unemployed and


6

retired population accounting for about 25 % (Table 1-5). So far as occupational structure

is concerned, about 38 percent surveyed working population are engaged in trade and

commerce. Twenty five percent population are employed in private service.

Table 1-5: Occupation Structure (Age more than 18 yrs.)

S. No Occupation No. of Person %

1. Government Service 02 12.50%

2. Private Service 04 25.00%

3. Cultivation + Allied Agriculture 00 00.00%

4. Professional 00 00.00%

5. Trade & Business 06 37.50%

6. Daily Labour 00 00.00%

7. Retired / Unemployed 04 25.00%

Total 16 100%


28. It is evident from the data on annual household income of 19 APs, that there are no APs

belong to Below Poverty Line (Table 1-6). The proportion of families with annual income

between Rs. 80,000 and 1,00,000 is the highest, 50 %. While nearly 33 % of the APs earn

an income varying from Rs. 60,000 to Rs. 80,000. The average annual household income

of the affected families has been calculated as Rs.1,38,000.

Table 1-6: Annual Income Pattern of Affected Households

S. No Total Household Income (per annum) Affected Household

No. % to total

1. Below Rs. 60,000 00 00.00%

2. Rs. 60,000 - 80,000 02 33.34%

3. Rs. 80,000 – 1,00,000 03 50.00%

4. Rs. 1,00,000 and above 01 16.66%

Total 06 100%


29. It can be seen from household asset holding pattern (Table 1-7) that all the APs are having

mobile phone and two-wheeler. APs are possessing sizeable number of electronic gadgets.

Table 1-7: Household Asset Holding pattern

S. No Type of Assets No. of Units

1. Durable Assets

A. Gold and Silver Jewelry -

B. Motor Cycle 07

C. Mobile Phone 06

D. Others (Electronic Gadgets) 15



7

E. Information Disclosure, and Consultation

30. The detailed design was primarily aimed at providing a congenial environment for

implementation with less negative impact on land and people accordingly public

consultations were carried out within the bus station premises to evolve a consensus. The

social team carried out preliminary consultations, through Focus Group Discussions

(FGDs) and meetings with the APs as well as the general public. FGDs were conducted

primarily in the area with problems of traffic congestion as the bus station is located in the

heart of the city.FGDs were also conducted with the APs wherein policy related issues,

i.e., displacements and other issues.

31. As part of the preparation for the project, state level workshop was conducted with

participation from key stakeholders, line agencies/institutions, government officials, and

others. The purpose of the stakeholder workshop was to present and discuss the different

aspects of project and approach to social impacts and resettlement. A summary report on

Stakeholder consultation is annexed at Appendix 3.

32. The short RP will be translated in Hindi language and will be made available to the

affected people by the Executing Agency (EA) for review and comments on the policy and

mitigation measures, particularly the compensation package, by means of subproject-level

Disclosure workshops prior to loan negotiation. Copies of the short RP will also be made

available at the local level public offices such as GDA, Municipal Corporation to the

stakeholders for local inputs prior to award of civil work contract. The proceedings of the

disclosure workshop and the feedback received will be sent to ADB for review. The final

RP will also be disclosed on the ADB Website and NCRPB website. In addition, a Public

Consultation & Disclosure Plan has been prepared for the subproject and is enclosed as

Appendix 4.

F. Resettlement Principles and Policy Framework

33. The resettlement principles adopted for this subproject recognize the State Land

Acquisition (LA) Act 1894 and the entitlement benefits as listed in the National Policy on

R&R,2007 (Government of India) and the relevant Asian Development Bank’s (ADB)

policies and operations manuals, in particular the policy on Involuntary Resettlement (Safe

Guard Requirements 2009), and Operations Manual F2 on Involuntary Resettlement

(2006) and Hand Book of Resettlement-A Guide to Good Practices, 1998.

34. Compensation and resettlement assistance for various types of loss have been determined

following the provision made in the resettlement framework of NCRPB. In general, the

people affected by the Sub-Project will be entitled to the following types of compensation

and assistance. The basic resettlement principles and guidelines adopted for this project

from the Resettlement Framework of NCRPB includes:

• Non-titleholders/ the shop owners’ those who are in the lease rent in bus station

premises will be provided with “shop” for “shop”.


8

• Shifting assistance to the owners of the commercial structures for shifting of goods

and assets

• Transitional assistance to APs due to inability to maintain livelihood during shifting.

• Affected persons will be assisted in their efforts to improve their livelihood and

standards of living or at least to restore them, in real terms

• Rehabilitation assistance i.e., assistance for re-establishing lost businesses and

workdays (including employees) due to the project.

• APs will be meaningfully consulted and will have opportunities to participate in

planning and implementing resettlement programs

• Appropriate grievance redress mechanism will be established at the town level to

ensure speedy resolution of disputes, if any.

• All activities related to resettlement planning, implementation, and monitoring would

ensure involvement of women. Efforts will also be made to ensure that vulnerable

groups are included.

• Before taking possession of the affected assets, the compensation will be paid to the

project affected people prior to civil construction work and R&R assistance will be

deposited in the joint account of APs.

• Provisions will be kept in the budget for those who were not present at the time of

enumeration. However, anyone moving into the project area after the cut-off date will

not be entitled to assistance.

• The Resettlement Plan will include a fully itemized budget and an implementation

schedule.

35. The RP is based on the general findings of the census, socio-economic survey, observation

during field visits, and participatory consultation meetings with various groups including

the affected persons in the subproject area. The census was carried out during the period

between 15 - 20 October, 2009. As the census survey was carried out between 15 - 20

October, 2009, this may be considered as Cut-off date for the Non-titleholder APs.

36. The economic rehabilitation grant money will be deposited in bank accounts to be released

only for the purchase of income generating assets.

37. The entitlement matrix (Table 1-8) has been prepared in accordance with the Resettlement

Framework of the NCRPB, for the people and the community affected by the project and

provisions will be kept in the budget for those who were not present at the time of census

survey, after verifying their claim for legal ownership. However, people moving in the

project area after the cut-off date will not be entitled to any assistance.

38. NCRPB/EA and IA(Ghaziabad Development Authority) will use the RP as a planning

tool, verify and update the inventory prior to implementation of the project, and provide

ID cards to the entitled affected persons for compensation and resettlement purposes. The

principles applicable in defining the entitlements and compensation packages for the

affected households shall remain unchanged.


9

Table 1-8: Entitlement Matrix

S.

No. Type of Loss

Unit of

Entitlement Entitlement Details

A. Assets

1. Loss of

Structure/Busi

ness

Rental/Lease

Structure for

Structure

Equal area of suitable space as per the

choice of APs will be provided in the

commercial space allotted in the Multi level

car parking area.

E. Rehabilitation Assistance

5. Loss of

Structure/Busi

ness

Owner of

affected

structure/Busines

s

grant a) 2) A lump sum transfer grant at the rate

of Rs.5, 000 for the each structure/shop for

shifting assets and other belonging

temporarily.

b) Rental Assistance for 6 months @ Rs.

3000/ month.

Economic

Rehabilitation

Grant for loss

of income or

loss of

business.

Owner of

affected structure

grant One time Economic Rehabilitation Grant

per shop owner/commercial structure

owner of Rs.30000/for loss of income due

to business loss to reestablish the

livelihood.

7.

Any

unanticipated

adverse

impact due to

project

intervention

Any unanticipated consequence of the subproject will be documented and

mitigated according to the resettlement framework of NCRPB.

G. Grievance Redress Mechanism

39. A Grievance Redressal Committee (GRC) will be established in Ghaziabad for timely and

satisfactory completion of RP related activities and other requirements of the Resettlement

Plan (RP) to facilitate satisfactory implementation of all ADB funded projects. The

primary objective of creating GRC is to provide a mechanism in order to address and sort

out all disputes related to implementation of resettlement plan, most importantly, to

mediate conflict and disputes concerning compensation payments and cut down on lengthy

litigation. The GRC is constituted as follows:

1. Vice-Chairman, Ghaziabad development Authority : Chairman

2. Chief Town Planner, NCR Cell, Ghaziabad : Member

3. Social & Resettlement Expert of PMU : Member-Secretary

4. 2 Representative of affected persons : Member

5. Panchyats/Ward Members of Sub project. : Member

H. Institutional Arrangements, and Implementation Schedule

40. National Capital Planning Board (NCRPB) will be the Executing Agency (EA) for the


10

Project. Ghaziabad Development Authority(GDA) would act as implementing agency(IA).

A separate independent unit in IAs office will constitute for the purpose of overall

coordination and management of the project and it will be called as The Project

Management Unit (PMU) will also implement the RP with assistance of Design &

Supervision Consultants (DSC) & an experienced NGO/agency/institution, acting as

Implementing Organization (IO) who will shoulder the primary responsibility of the RP

implementation. The PMU would ensure monitoring any changes to subproject design

which may require re-evaluation of the need for and adequacy of the RP. If necessary, RP

will be updated keeping changed design in view while entitlement principle remaining

unchanged. The PMU will ensure resettlement budgets are delivered on time for timely RP

implementation, prior to commencement of construction work. A brief Terms of

Reference for implementing organization/NGO is annexed in Appendix 5.

41. In addition, establishment of a High Powered Committee (HPC) to supervise pre-

construction activities including implementation of RP under ADB assisted project is

proposed. The HPC will consist of the following personnel:

• Divisional Commissioner – NCR Cell (U.P)

• Vice Chair man, GDA

• Revenue Department Officer

• NCRPB Representative

• Representatives of the Affected Persons/Eminent person

42. The Committee will establish the transitional allowance and other assistance like

economic rehabilitation grant to be provided to affected persons based on the prevailing

rates to restore the pre-project levels of livelihoods, in case of loss of livelihood. The HPC

will undertake direct negotiation settlements with the APs, wherever required.

43. The entitled APs will be given advance notice of the date, time and place of payment

through public announcement. All the payment will be made in cheques payable to the

entitled AP and his/her spouse. Photocopy of the cheques will be preserved by PMU as an

evidence of transparent manner of payment. The payment of compensation will be

monitored and verified by NGO/ Executing Agency as well as representatives of the

affected households. All compensation and other assistances1 will be paid to the APs prior

to commencement of civil works.

44. The item wise tentative implementation schedule has been explained in Table 1-9. Total

time period for completion of the RP implementation has been proposed as 12 months.

1 Compensation and assistances including that payable to Vulnerable AP are required to be disbursed prior to taking

possession of the asset, land in this case. If during further verification or updating of AP database due to change in project

design, relocation or livelihood assistance, or rehabilitation measures become necessary, implementation of resettlement plan

may take longer period of time beyond commencement of civil work construction. Affected people will be provided with

certain resettlement entitlements, such as land and asset compensation and allowances, prior to their displacement,

dispossession, or restricted access.


11

Table 1-9: Tentative Implementation Schedule

S.

No. RP Implementation Activities

Year 1: Schedule

Completion

Q 1 Q2 Q3 Q4

1. Engaging NGO/Implementing Agency

2. Public consultation/Dissemination of information on Project

3. Verification of AP with Census cut-off-date

4. Updating census data in respect of changed design (if required)

5. Finalization of entitled APs

6. Preparation of photo Identity Card of Entitled AP

7. Opening Bank Account (Joint A/c in the name of HOH & his

spouse/next of kin)

8. Distribution of ID Card

9. Computation of Compensation/Assistance

10. Disbursement of payment of compensation

11. Disbursement of payment of other Assistance

12. Setting up of GRC

13. Grievance Redress Initiation

14. Preparation of Database of AP

15. Engaging External Monitor

I. Resettlement Budget

45. The total estimated budget for implementation of Resettlement Plan (RP) including

payment of compensation and assistance to the entitled AP, preparation of identity card,

cost of resettlement operation and management for the Project through Implementing

Agency and engaging Independent Monitor is INR Rs 0.90 Million. A break up of cost

estimate is given in the following Table 1-10.

Table 1-10: Resettlement Budget

S. No Item Unit Qty.Unit Cost in

Rs/million

Total cost in

Million INR

A. Compensation for Structure- Replacement Cost

1 Commercial/Shops(7 in Nos) Shop for Shop to be provided by the project

Authority.

B. Resettlement Assistance

1 Transfer grant for structure/Shops 07 5000 0.035

2 Rental assistance for 3 months 07 6 3000 0.126

3 Economic Rehabilitation Grant 07 30000 0.21

Sub-Total of B 0.371

C. Support for RP Implementation

1 Engaging NGO for RP Updating &

Implementation L/s 0.100 0.10

2 Social and Resettlement Team of PMU And

EA including Logistics L/s 0.100 0.10

3 Training L/s 0.100 0.10

4 Independent External Monitoring L/s 0.150 0.15


12

S. No Item Unit Qty.Unit Cost in

Rs/million

Total cost in

Million INR

Sub-Total of C 0.45

Total (A+B+C) 0.821

Contingencies @ 10% 0.08

Total Rs. in Million 0.901

J. Training, Monitoring & Evaluation

46. The RP will have both internal and external monitoring. Internal Monitoring will be a

regular activity for PMU, Social development & Resettlement specialist and will oversee

the timely implementation of R&R activities.

47. An orientation and training in resettlement management will be provided under the Project

to the NGO/agencies by the Social Development & Resettlement specialist at the PMU

level. The training activities will focus on issues concerning – (i) principles and

procedures of land acquisition; (ii) the policies and principles agreed under the ADB loan;

(iii) public consultation and participation; (iv) entitlements and compensation

disbursement mechanisms; (v) Grievance redressal and (vi) monitoring of resettlement

operation.

48. The NGO/agency, assisting in preparation and implementation of a RP, will submit

monthly progress report of RP implementation to the EA through the respective PMU. The

PMU will conduct regular internal monitoring of resettlement implementation and prepare

quarterly progress reports for submission to ADB. The reports will contain progress made

in RP implementation with particular attention to compliance with the principles and

entitlement matrix set out in the resettlement plan. The report will also document

consultation activities conducted, provide summary of issues or problems identified and

actions taken to resolve the issues, and provide summary of grievances or complaints

lodged by households and actions taken to redress such complaints.

49. An independent agency/monitoring expert will be engaged by the PMU in agreement with

ADB to undertake biannual external monitoring of the project implementation. This expert

will submit its reports biannually directly to ADB and NCRPB. A brief Terms of

Reference for External Monitor is annexed (Appendix 6).


Appendix 1: Photographs of Old Bus Stand – Proposed Site for Multi-level Parking


Appendix 2: List of Affected Persons

S. No. Affected Person Name

1 Jamedar

2 Shilu

3 Rajdeep Verma

4 Subash Choudhary-Cycle Stand

5 Samaranta Dev

6 Bejender


Appendix 3: Stakeholders’ Participatory Consultation – Abstracts

Dates/consultation Key Outcomes Integration into Project Design and

Action Plan

1. Government

level consultations

were started with a

kick off workshop

on 10.12.09.

2. There were

constant

consultations with

GDA and NCR

Planning cell from

January 2009 to

October 2009.

Around 10

consultative

meetings were held

during this period

3. AP level

consultations and

FGDs were held

from October 15 to

20 2009.

Around 03

consultative

meetings were held

during this period.

The people wanted to know the details

about the project, especially

compensation for the affected shops.

Those losing structure wanted to know

what alternative would be provided.

Most asked for alternative site.

The project background was given by

the PA. Compensation will be paid

based on the Project Policy.

For those losing commercial structure

– alternative option will be provided

in the Project Policy, taking into

consideration the extent of loss.

The project Authorities will hold

further meetings to resolve issues

where there is no consensus.

It was informed that during

implementation the NGOs will hold

detailed consultations.


Appendix 4: Public Consultation and Disclosure Plan

Activity Task Timing

(Date /Period)

No. of

People Agencies

Feedback/Issues/

Concerns Raised

Stakeholder Identification Mapping of the project

area

From

February, 09

to Sept, 09

15 persons TA Consultants – Technical,

Environmental & Social

Safeguard Specialists and

GDA

The project area was observed with a

view to identify suitable place for

rehabilitation.

Project information

Dissemination

Dissemination of

information

From October,

08 to Sept, 09

- TA Consultants – Technical,


Safeguard Specialists and

GDA

-

Consultative meetings with

APs during Scoping Phase

Discuss potential

impacts of the project

August and

September

2009

25 persons TA Consultants – Technical,


Safeguard Specialists

Issues related to impact of the

project:

Job/labour opportunity during

construction/implementation of the

project

Project information

Dissemination

Informal Meetings with

affected persons (APs)

- All the APs

& other

important

persons of

the locality

TA Consultants – Technical,


Safeguard Specialists

-

Public Notification Publish list of affected

lands/sites in a local

newspaper; Establish

eligibility cut-off date

- Collector, Land Acquisition. -

Socio-Economic Survey Collect socio-economic

information of AP’s and

their perception on the

project

15-20 Oct,

2009

10-15 TA Consultant & Social

Survey team

Information and census data

collected on :

No. of affected families

Socio-economic profile of the AFs

Awareness created about project

concept & resettlement impact.

Consultative meetings on

Resettlement Mitigation

Discuss entitlements,

compensation rates,

- - IA&EA(GDA and NCRPB) -


Activity Task Timing

(Date /Period)

No. of

People Agencies

Feedback/Issues/

Concerns Raised

Measures grievance redress

Mechanisms

Publicize the resettlement

plan (RP) (Proposed date)

Distribute Leaflets or

Booklets in local

language


Full Disclosure of the RP to

Affected families (Proposed

date)

Distribute short RP in

local language to APs

- - IA&EA(GDA and NCRPB)

Web Disclosure of the short

RP (Proposed date)

Short RP posted on ADB

and/or EA website

- - IA&EA(GDA and NCRPB)

Consultative Meetings during

DMS

Face to Face meetings

with APs


Disclosure after Detailed

Measurement Survey (DMS)

Disclose updated short

RP to APs


Web Disclosure of the

Updated short RP (subject to

change of technical design)

Updated short RP posted

on ADB and/or EA

website



Appendix 5: Terms of Reference for RP Implementing Agency / NGO

Project Description

On Government of India’s request, Asian Development Bank (ADB) has formulated the












Storey parking lot. As per the Parking Survey, Maximum parking is observed near GDA

office which is located near the proposed site of car parking facility, accounts about 356

vehicles in peak hours.

IA/PMU will engage experienced non-government organizations (NGOs) or institution to

assist in the implementation of the RP, particularly to conduct public consultation program

and to develop public awareness and action programs to facilitate implementation of the

subproject. The proactive role of the people living in the vicinity of the sanitary land fill

site area is a requisite condition for success of the project. The NGOs to be hired would be

responsible to the PMU and will function in close cooperation with and under the guidance

of the R&R Expert of PMU.

Scope of Work – General

To design and produce information materials such as project brochures, pamphlets,

posters, and billboards to be used in the information and awareness campaign in the

project area, particularly to create awareness on environmental protection.

To assist the R&R Expert, in implementation of RP provisions with special attention on

timely payment disbursement to the entitled APs prior to commencement of civil

construction work.

Specific Tasks

• Information campaign on the proposed project and Resettlement Plan for the project

affected persons.

• Prepare and update AP database, if required, with reference to changed design and

census cut-off-date. Create computerized updated database of the entitled APs.

• Assist APs to open bank account, jointly with their spouses, or next of kin, prior to

payment disbursement.

• Assist PMU in verification and updating of record of rights of the title holders.

• Prepare photo identity cards of the entitled APs.


• Assist the APs to resolve their grievances, specially regarding payment of

compensation, through interaction with the GRC.

• Participate in and organize community consultation with the various groups of

stakeholders for smooth progress of project implementation.

• Contribute towards capacity building of the community based organizations, specially

in the land fill site where the unemployed youth can be actively engaged in the

project.

• Formation of groups that can maintain and protect the green belt around the landfill

site.

• Prepare quarterly reports on work completed and progress made. Provide specific

examples of community involvements in the process and local capacity building to

deal with the issues.

Qualifications

The NGOs must have at least 5 years of work experience in the above activities with good

track records. Local NGOs in the project area with good credentials will be preferred. If

local experienced NGOs are not available any reputed institute may be engaged after

proper orientation and RP implementation training is provided to the selected staff of the

agency.

Time Frame

The NGO/Implementing Agency will be engaged for a period of 12 months and the

agency will commence their work from the beginning of RP implementation. A budgetary

allocation has been provided in the Tentative Budget for RP implementation.


Appendix 6: TOR for Independent External Monitor for Monitoring & Evaluation of RP

implementation

Project Description

On Government of India’s request, Asian Development Bank (ADB) has formulated the












Storey parking lot.

Scope of Work

The Independent External Monitor will be supervising and monitoring RP implementation

activities and will work in coordination with R&R Expert, PMU. The key tasks of the

External Monitor will be to as follows:

• To review and verify the progress in resettlement implementation as outlined in the

Resettlement Plan (RP).

• To assess whether resettlement objectives, particularly living standard of the Affected

Persons (APs) has been restored or enhanced.

• To assess resettlement efficiency, effectiveness, impact and sustainability, drawing

both on policies and practices and to suggest any corrective measures, if necessary.

Specific Tasks and Methodology

1 .Review pre-project baseline data on income and expenditure, occupational and

livelihood patterns, arrangements for use of common property, social organization,

leadership patterns, community organizations and cultural parameters.

2. Identify an appropriate set of indicators for gathering and analyzing information on

resettlement impacts; the indicators shall include but not limited to issues like

disbursement of payment of entitlement packages and level of satisfaction by the APs in

post-Project period.

3. Review results of internal monitoring and verify claims through random checking at the

field level to assess whether resettlement objectives have been generally met. Involve the

APs, host population, and community groups in assessing the impact of resettlement for

monitoring and evaluation purposes.

4. Conduct both individual and community level impact analysis through the use of formal

and informal surveys, key informant interviews, focus group discussions, community

public meetings, and in-depth case studies of APs and other stakeholders from various

social classes to assess the impact of resettlement.


5. Identify the strengths and weaknesses of basic resettlement objectives and approaches,

implementation strategies, including institutional issues, and provide suggestions for

improvements in future resettlement policy making and planning.

Time Frame and Reporting

The External Monitor will be engaged for a period of 15 months about 3 months after

commencement of RP implementation so that some activities will be in progress. The

Monitor will submit quarterly report to the PMU and to ADB concurrently each

completion of each quarter of the year.

Budget

The budgetary allocation has been provided in the Tentative Budget prepared for RP

implementation. The logistics for supervising RP activities may be provided by PMU.


Appendix 7: Census & SES Format

Appendix 7: Census & SES Format

Questionnaire No. :

Date of Census/ Survey : / / d d m m y y y y

Name of the Investigator :

1.0 HOUSEHOLD (PAF) IDENTIFICATION

1.1 House / Plot / Khasra No. :

1.2 Ward / Mouza No. :

1.3 Name of Ward / Mouza :

1.4 Name of Town / Block / Tehsil :

1.5 Name of District :

2.0 PAH — CHARACTERISTICS

(THE RESPONDENT SHOULD BE PREFERABLY THE HEAD OF HOUSEHOLD (HOH) OR THE OWNER OF SBE).

2.1 Name of the HOH/ Owner :

2.2 Name of the Respondent :

2.3 Relationship with the HOH / Owner : 01 Self 02 Spouse 03 Son/ Daughter-in-

law

04 Daughter/ Son-in-law 05 Brother/ Sister 06 Father/ Mother

07 Other Relatives 08 Tenant 09 Business Partner

99 Others (Specify)

3.0 SOCIAL GROUP PARTICULARS FOR THE HOH/ OWNER

3.1 Family Type : 01 Joint 02 Nuclear 03 Extended

3.2

A. Community

What category do you belong to : 01 SC 02 ST 03 OBC

04 General 05 Muslim

3.3 Vulnerability

What V.G. do you belong to? 01 WHH 02 BPL 03 SC / ST

04 PHC 05 Elderly person living alone / Orphan


1.1. CODE LIST FOR HOUSEHOLD PARTICULARS

B. Column 2 Relationship with the Head of the Household/ Owner of the Shop/ Business/ Enterprise

01 Self 02 Spouse 03 Son / Daughter-in-law

04 Daughter / Son-in-law 05 Brother / Sister 06 Father / Mother

07 Other Relatives 08 Tenant 09 Business Patner

15 Employee 99 Others

C. Column 3 Sex

01 Male 02 Female

D. Column 5 Marital status

01 Married 02 Unmarried 03 Divorced

04 Separated without Court Order 05 Widow / Widower 06 Deserted

99 Others (Specify)

E. Column 6 Education

01 Illiterate 02 Informally Literate 03 Primary Educated (upto Class 4)

04 Middle Educated (upto Class 8) 05 Secondary Educated (upto Class 10) 06 Intermediate Educated (upto Class 12)

07 Graduate & Above 08 Diploma 99 Others

F. Column 7 Occupation

01 Cultivation 02 Allied agricultural activities (e.g., dairy,

animal husbandry/Fisherman)

03 Labour (daily waged)

04 Government Service 05 Private Service in Organised Sector 06 Private Service in Un-organised Sector

07 Small Entrepreneur 08 Trade & Business 09 Professional (Doctor, Engineer, Mechanic

etc.)

99 Others (Specify)


4.0 HOUSE HOLD PARTICULARS/ OWNER OF BUSINESS & EMPLOYEE DETAILS

1 2 3 4 5 6 1. 7 8 9

Sl. Name of the members of the family/ Business

Enterprise

Relatio

nship

with

HOH/

Owner

Sex Age Marital

status

Educatio

n

2. Occupation Monthly Income from

Occupations Skill Possessed by

adult members Main Subsidiary Main Subsidiary

1 2 3

Code Code Yrs. Code Code Code Code Code Code Rs. Rs.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

Please see Clarifications & the Codes for different Columns in the previous Page.

5.0

G. Ownership of Structure /

Land

5.1 Use of Land / Structure : Land Structure 01 Residential 02 Rented 03 Commercial

04 Agricultural 05 Fallow 06 Gazing

07 Allied Agri. 99 Others (Specify)

5.2 Do you own the structure / Land? :

01 Owner 02 Tenant 03 Lessee

5.3 If Yes, since when : years

5.4 If you are an owner do you have legal document to support your claim?

: 01 Yes 02 No

5.5 Name the documents :

1.

2.

3.

4.

5.

5.6 If you are a tenant, have you paid any advance/ deposit to the owner?

: 01 Yes 02 No

5.7 How much? : Rs.

5.8 Is the advance/ security deposit refundable?

: 01 Yes 02 No

5.9 Do you have legal document to support your claim?

: 01 Yes 02 No

5.10 As a tenant have you erected/extended any essential structure on your owner’s property?

: 01 Yes 02 No

5.11 If Yes, then specify : sq. m.

5.12 Cost of the structure built by you? : Rs. in year

6.0 AGRICULTURAL LAND USAGE (OF AREA TO BE ACQUIRED)

6.1 LAND UTILIZATION

Kindly give details of your landholdings

Sl.

No. H. PARTICULARS Unit (in acres / local unit) Remarks

Owned Acquired

A. I. OWN LAND

1. J. CULTIVATED LAND

2. K. FALLOW LAND

NB: If unit of area is in local unit state the conversion rate in acre/ Hectare

7.0 DETAILS OF TREES, ORCHARDS AND BUSHES

Trees Name No. Domestic Sale Remarks

1.

2.

3.

4.

5.

Orchards Name No. Domestic Sale Remarks

1.

2.

3.

4.

5.

Bushes Name No. Domestic Sale Remarks

1.

2.

3.

4.

5.

8.0 HOUSEHOLD EXPENDITURE

L. Items of

expenses

M. Consumption

per month

1.1. Expenditure (Rs.)

1.

N. FOODING O. P.

2. Clothing

3. Fuel & Firewood

4. Health, Education & Misc.

5. Others (Specify)

Q. TOTAL

9.0 HOUSEHOLD INCOME

Kindly give details of your income from various sources during the last one year.

R. Source 1.1. Annual Income (Rs.)

1. Cultivation

2.

S. ALLIED AGRICULTURE/SHEEP FARMING/ETC

3. Small Entrepreneurships

4. Trade & Business

5. Profession

6. Salary / Commission from Service

7. Rent/ Lease ( of agri. Land / equipment / animals)

8. Labour

9. Any Others (Specify)

T. TOTAL

Note: Respondent may not be in a position to give yearly income. In that case ask how many days in a

month he works and how much is his earnings per day.

10.0 ASSET HOLDINGS

Sl. Type of Assets UNITS Remarks

No.

10.1.

U. Durable Assets

A. Gold and Silver Jewellery

B. Motor Cycle/ Scooter/ Car

C. Mobile Phone / Electronic Gadgets

D. Others (Specify)

V.

10.2.

W. Livestock

A. Cow / Buffalo

B. Goat / Sheep

C. Poultry Birds

D. Others (Specify)

10.3. AGRICULTURAL ASSETS

A. Tractor and Threshers

B. Power Tiller

C. Others (Specify)

11.0 COVERAGE UNDER GOVERNMENT DEVELOPMENT SCHEMES

11.1 Have you availed of any benefit under any Government schemes?

: 01 Yes 02 No

11.2 If yes, kindly give us the following details

X. MENTION NAME OF THE SCHEME

Kind of help

1.

2.

3.

4.

5. 01 Loan 02 Training 99 Others, Specify

11.3 If Loan (01), kindly indicate the amount : Rs.

11.4 If Training (02), kindly indicate the type :

11.5 When did you receive the help? :

11.6 After availing this scheme did your annual income increase?

: 01 Yes 02 No

11.7 If yes, how much? : Rs.

11.8 If No, Why? :

11.9 Are you still continuing with the activity? : 01 Yes 02 No

11.10 If No, why? :

12.0 REMARKS, IF ANY

(TA No. 7055-IND)-Capacity Development of the National Capital Region Planning Board

(NCRPB) – Component B – Sub Project Proposed Multi level Parking, Ghaziabad

INVOLUNTARY RESETTLEMENT CATEGORIZATION

A. Introduction

Projects1 are assigned an involuntary resettlement category depending on the significance of the probable

involuntary resettlement impacts. “Significant” means 200 or more people will experience major impacts.

Major impacts are (i) being physically displaced from housing, or (ii) losing 10% or more of productive

assets or both.

Initial screening for involuntary resettlement is to be conducted as early as possible in the project cycle, at

the project concept stage where feasible, and no later than project or program preparatory technical

assistance, project preparatory note fact-finding, or due diligence.

B. Instructions

1. (i) The checklist and categorization form is to be completed by the Project Team Leader (PTL)

with the assistance of a Resettlement Specialist or Social Development Specialist in the Operations

Department. This form, endorsed by the Sector Division Director, is then submitted by the PTL to the

Environment and Social Safeguard Division (RSES) for endorsement by RSES Director, and for approval

by the Chief Compliance Officer (CCO) of the Regional and Sustainable Development Department

(RSDD).

(ii) The involuntary resettlement categorization of a project is a continuing process. If there is a change

in a project that may result in category change, the Sector Division should resubmit a categorization form

for endorsement by RSES Director and approval by the CCO. The previous checklist should be attached

to the revised checklist for reference.

1 ADB projects include (i) public sector project loans, program loans, sector loans, sector development program

loans, financial intermediation loans, private sector loans or equity investments, and guarantees for funding of specific projects or subprojects; (ii) all project components regardless of the source of financing.

C. Screening Questions for Resettlement Categorization

Probable Involuntary Resettlement

Effects*

Yes No Not

Know

n

Possib

le

Remarks

Will the project include any physical

construction work?

√

Does the project include upgrading or

rehabilitation of existing physical facilities?

√

Are any project effects likely lead to loss of

housing, other assets, resource use or

incomes/livelihoods?

√ To some extent.

Is land acquisition likely to be necessary? √

Is the site for land acquisition known? Not Applicable

Is the ownership status and current usage of

the land known?

√

Will easements be utilized within an

existing Right of Way?

√

Are there any non-titled people who live or

earn their livelihood at the site or within the

Right of Way?

√ An estimated 07 APs will be

affected. All 07 shop owners/

households are commercial in

nature. They run their business

like canteen, book store, long

distance call telephone booth

etc, and earn their livelihood.

During consultations, the APs

expressed their willingness to

shift their business and

requested for alternative space.

Will there be loss of housing? √

Will there be loss of agricultural plots? √

Will there be losses of crops, trees, and

fixed assets?

√

Will there be loss of businesses or

enterprises?

√ All 07 shop owners those who

are on rent.

Will there be loss of incomes and

livelihoods?








Will people lose access to facilities,

services, or natural resources?

√ Not Applicable

Will any social or economic activities be

affected by land use-related changes?








If involuntary resettlement impacts are

expected:

• Are local laws and regulations

compatible with ADB’s Involuntary

Resettlement policy?

√ To some extent.

• Will coordination between government

agencies be required to deal with land

acquisition?

Not Applicable

• Are there sufficient skilled staff in the

Executing Agency for resettlement

planning and implementation?

√

Capacity building of the

existing staff and recruitment of

new staff is required.

• Are training and capacity-building

interventions required prior to

resettlement planning and

implementation?

√ Before implementation capacity

building through training is

essential.

*Whenever possible, consider also any future subprojects or investments.

Information on Affected Persons:

Any estimate of the likely number of households that will be affected by the Project?

[√] No [ ] Yes If yes, approximately how many?

Are any of them poor, female-heads of households, or vulnerable to poverty risks?

[√] No [] Yes If yes, please briefly describe their situation: Are any APs from indigenous or ethnic

minority groups? If yes, please explain?

Additional Information Requirements for Private Sector projects:

[ ] Resettlement and land acquisition completed [ ] PSOD is lending to a Financial

Intermediary

[ ] Resettlement to be completed [ ] The project is an Equity Investment

[ ] Project entails risk by association (e.g associated [ ] The project is a Partial Credit /Political

Risk Guarantee

facilities are part of the project but not funded [ ] Others, please

describe______________________

by the proponent)

D. Involuntary Resettlement Category [✓] New [ ] Re-categorization

After reviewing the answers above, the Project Team Leader and Social Development/ Resettlement

Specialist agree subject to confirmation, that the project:

1. Project Categorization and Resettlement Planning Requirements

[ ] Category A, Significant IR impact, a full Resettlement Plan is required.

[√] Category B, Non-significant IR impact, a short Resettlement Plan is required.

[ ] Category C, No IR impact, no resettlement report is required.

[ ] Additional information is needed for categorization and is to be gathered by the Project Team

Leader. In the interim, the project is classified as:

[ ] Category A/B

[√] Category B/C

[ ] Social Development/ Resettlement Specialist to participate in Fact Finding

[ ] Consultant support is required to prepare Resettlement Plan/Resettlement Framework

(RP/RF), therefore the TOR for a Social Development/ Resettlement Specialist should be

included in TA Report

2. Additional Requirements for Sector, Sector Development Program/Project Loans, Emergency

Loans and Hybrid Loans

[√ ] Resettlement Framework

[ ] Core Subproject Resettlement Plans

Note:

A draft RP/RF disclosed to APs and endorsed by the Executing Agency is required before Management

Review Meeting (MRM).

A summary RP/RF should be included as a core appendix in the draft RRP for MRM.

A satisfactory RF/RP is required before Appraisal.

Indigenous Peoples Impact Categorization Form

B. Identification of indigenous peoples in project area

Impact on indigenous peoples (IPs)/

ethnic minority(EM)

Not

known

Yes No Remarks or identified

problems, if any

Are there IPs or EM groups present in project

locations?

Do they maintain distinctive customs or

economic activities that may make them

vulnerable to hardship?

Will the project restrict their economic and social

activity and make them particularly vulnerable in

the context of project?

Will the project change their socioeconomic and

cultural integrity?

Will the project disrupt their community life?

Will the project positively affect their health,

education, livelihood or social security status?

Will the project negatively affect their health,

education, livelihood or social security status?

Will the project alter or undermine the

recognition of their knowledge, preclude

customary behaviors or undermine customary

institutions?

In case no disruption of indigenous community

life as a whole, will there be loss of housing,

strip of land, crops, trees and other fixed assets

owned or controlled by individual indigenous

households?

C. Anticipated project impacts on indigenous peoples

Project activity and output Anticipated positive effect Anticipated negative effect

Not applicable

D. Decision on Categorization

After reviewing the answer above, the Mission Leader and Social Development Specialist agree that the

project:

Should be categorized as an A project, an Indigenous Peoples Development Plan (IPDP) is required or, for

sector/FI projects, an Indigenous Peoples Development Framework (IPDF) is required

Should be categorized as a B project, a specific action favorable to indigenous peoples/ethnic minority is

required and addressed through a specific provision in RRP and in related plans such as a Resettlement

Action Plan, a Gender Action Plan or a general Community Participatory Plan

Should be categorized as a C project, no IPDP/IPDF or specific action required

Project Team Comments:

The present bus station is proposed to be shifted to a new area. The land to be released by the

present bus station is proposed to be utilized for the sub –project of multi-level car parking. The

land of the present bus station belongs to Uttar Pradesh State Road Transport Corporation

(UPSRTC), a public sector undertaking of Government of Uttar Pradesh. Since land belongs to a

quasi government body, before appraisal of the subproject, the issues related to land transfer

needs to be looked into in detail. There are 7 shop of different functional types and 1 bi-cycle

stand are currently located within the bus station. Those shops and the bi- cycle stand were

provided space by UPSRTC on monthly lease rent. The proposed sub-project will directly

impacted upon the livelihood of those 7 affected persons. The likely APs are ready to

cooperate during the project implementation. If there is any change in sub project design the

proposed RP needs to be updated before implementation.

RSES Comments:

Arup Khan Narendra Singh Shekhawat

Social Development &

Resettlement Specialist, TA No.

7055-IND

TA Team Leader, TA No.

7055-IND

√

SUMMARY POVERTY REDUCTION AND SOCIAL STRATEGY

Country/Project Title: (TA No. 7055-IND)-Capacity Development of the National Capital Region

Planning Board (NCRPB) – Component B Sub-Project: Proposed Multi Level Parking, Ghaziabad

Lending/Financing

Modality:

Department/

Division:

I. POVERTY ANALYSIS AND STRATEGY

A. Linkages to the National Poverty Reduction Strategy and Country Partnership Strategy

The Program is primarily designed to improve the urban infrastructure and services in the Municipal Area

of Ghaziabad Development Authority. Investments in urban infrastructure have positive spinoffs in terms

of economic growth and poverty reduction. The proposed NCRPB capacity development project is

expected to boost the regional economy through the provision of improved urban services. The city of

Ghaziabad is a fast growing land locked city within the National Capital Region of Delhi. Ghaziabad is

listed amongst the world’s fastest growing cities and as one of the most dynamic economies of the world.

Ghaziabad is well connected by National Highways and other Major roads to Delhi, and NCR towns like

Meerut, Bulandshahr, Moradabad etc., and shares its boundary with Delhi. Ghaziabad acts as a major

gateway into Uttar Pradesh. The population growth of Ghaziabad is 89.25 per cent during 1991-2001 in

comparison to 62.46 per cent population growth in urban areas of UP sub-region of National Capital

Region (NCR). This signifies that the city’s population has been growing at a very rapid pace compared

to other cities of Uttar Pradesh (UP) sub-region. The City of Ghaziabad once known for small and

medium scale industries, has had witnessed tremendous commercialization of urban populace over the

last couple of decades. The municipal limits of the city have outgrown fast, accommodating the urban

sprawl. The regional influence of the city is compounded by its proximity to Delhi apart being part of

National Capital Region. The city is a gateway to newly carved out state of Uttaranchal and important

cities of Western and Central UP. It has been recommended in the Master Plan of Ghaziabad -2021, to

shift the existing Old Bus Station to the proposed land on NH 24. In the event of this, the Old Bus Station

land proposed to be utilized for building a Multi-Storey parking lot. As per the Parking Survey,

Maximum parking is observed near GDA office which is located near the proposed site of car parking

facility, accounts about 356 vehicles in peak hours.The project will help address traffic scenario as the

chronic capacity shortage in the road system of Ghaziabad is a problem. The project is consistent with

Master Plan(2021) of GDA. The project will also create in direct employment and wider employment

opportunities around the parking lot.

B. Poverty Analysis Targeting Classification: General intervention (GI)

1. Key Issues

The National Human Development Report, 2001 prepared by Planning Commission of India presents

poverty scenario at national and state level during the period 1999-2000 based on various parameters. By

Head Count Ratio the proportion of poor for India as a whole was 26.1%, while rural areas recorded

27.1% against 23.6% in urban areas. The estimates for 2000-01 on HDI shows that UP’s rank 12 amongst

the States in India. UP’s rank shows some improvement between 1991 and 2001. The Human Poverty

Index indicates human deprivation in terms of development in economic, educational and heath

dimension. Uttar Pradesh belongs to the category of high poverty States. In 1993-94 the State ranked 11th

out of the 14 major States of India in poverty levels with 36 Per Cent of persons below the poverty line.

One striking feature of poverty in the State has been that urban poverty ratios have remained above the

rural poverty ratio. The official estimate shows that poverty may have declined by about 10 Per Cent

points in UP between 1993-94 and 1999-00.

Per capita net state domestic product in Uttar Pradesh in current prices doubled from Rs. 5,066 in 1993/94

to Rs. 10,289 in 2002/03. NSS UP data show that the pattern of growth between 1993/94 and 2002/03

was pro-poor, meaning that per capita expenditures of the poorest one-tenth of the population increased

faster (by 109 percent in nominal terms) than that of the richest one-tenth (which increased by 62 percent

in nominal terms). The head count poverty rate for UP fell from 40.9 percent to 29.2 percent between

1993/94 and 2002/03. In absolute terms, the absolute number of poor in UP declined from 59.3 million in

1993/ 94 to 48.8 million in 2002/03. The poverty rate in rural areas of UP fell from 42.3 percent to 28.5

percent, while that in urban areas declined only slightly from 35.1 to 32.3 percent.

The important national Highways passing through Ghaziabad are NH-58 which goes to Merrut, NH-24

which goes to Hapur and NH-91 which goes to Sikandrabad. Along with these highways, there is Hapur

bypass passing through Ghaziabad connecting Madan Mohan Malviya Marg and NH 91. The Y junction

on NH 24 connecting NH 58 (near Mahamaya sports stadium) has become one of the most critical

intersections in the city. The modal distribution of traffic at this junction is a mix of all types of vehicles

with HTV/commercial vehicles high during night and early morning hours. The GT Road carries large

volume of traffic to an extent that it has exceeded its capacity by 50-60%. Rapid urbanization has lead to

a sharp increase in travel demand. It has been recommended in the Master Plan of Ghaziabad -2021, to

shift the existing Old Bus Station to the proposed land on NH 24. In the event of this, the Old Bus Station

land proposed to be utilized for building a Multi-Storey parking lot. As per the Parking Survey,

Maximum parking is observed near GDA office which is located near the proposed site of car parking

facility, accounts about 356 vehicles in peak hours.The project will help address the chronic capacity

shortage in the road system of Ghaziabad. The project is consistent with Master Plan(2021) of GDA.

Although direct poverty alleviation is not envisaged the project will provide an essential urban service to

improve considerably the urban transport scenario. Besides, unskilled labour available in the locality will

be engaged during implementation of the project providing employment opportunity to the poor families.

2. Design Features

There is no specific pro poor design for this project. But as mentioned above the poor /underemployed

families stand to gain from implementation of the sub project.

C. Poverty Impact Analysis for Policy-Based Lending

Not Applicable

II. SOCIAL ANALYSIS AND STRATEGY

A. Findings of Social Analysis

Key Issues

National Capital Region (NCR), a unique region, is the fastest growing region. It has the best economic

base for growth of industries and new economy as well (software, Export Promotion Zone (EPZ) and

Special Economic Zones (SEZ)). Within NCR, Ghaziabad is one of the fast developing Delhi

metropolitan area city. Ghaziabad district, carved out of Meerut district in 1976, had Ghaziabad as class I

city. During partition of India, it was a class III town. With onset of industralisation of the surrounding

areas, it became class II town in 1961 and with growth rate of 82.10% in 1961-1971, it acquired the status

of class I city in 1971. After Kanpur, Ghaziabad is the biggest industrial city in Uttar Pradesh (U.P.) state.

The city has grown at very fast pace during the last three decades to emerge as a Metro and strengthen its

economic base. The city has one of the best road and rail connections among cities in U.P. State.

The urban development of the city has been achieved through Master Plan 1981 and Master Plan 2001

from a population base of 70000 (1961) to 2.72 (1981) lakh and 9.68 lakh (2001), an emerging metro as

per census. River Hindon flows through the city dividing it into east of Hindon (Cis Hindon Area i.e.

CHA) and west of Hindon (Trans Hindon Area i.e. THA). CHA constitutes 2/3rd in area and population

while THA constitutes 1/3rd area and population. The proportion of the slum population to total

population is one third.

As per the Parking Survey, Maximum parking is observed near GDA office which is located near the

proposed site of car parking facility, accounts about 356 vehicles in peak hours.The project will help

address traffic scenario as the chronic capacity shortage in the road system of Ghaziabad is a problem.

The project is consistent with Master Plan(2021) of GDA. The project will also create in direct

employment and wider employment opportunities around the parking lot.

The present bus station is proposed to be shifted to a new area. The land to be released by the present bus

station is proposed to be utilized for the sub –project of multi-level car parking. The land of the present

bus station belongs to Uttar Pradesh State Road Transport Corporation (UPSRTC), a public sector

undertaking of Government of Uttar Pradesh. Since land belongs to a quasi government body, before

appraisal of the subproject, the issues related to land transfer needs to be looked into in detail. There are

7 shop of different functional types and 1 bi-cycle stand are currently located within the bus station.

Those shops and the bi- cycle stand were provided space by UPSRTC on monthly lease rent. The

proposed sub-project will directly impacted upon the livelihood of those 8 affected persons.

B. Consultation and Participation

1. In the course of social assessment informal participatory discussion was held with the people with the

help of structured questionnaires. All the persons consulted expressed satisfaction regarding proposed

multi level car parking project. As the proposed project will reduce congestion and also reduce the travel

time, the participants’ well- come the project. The likely project affected people requested the team for

providing compensation and assistance enabling them to restore their livelihood.

2. What level of consultation and participation (C&P) is envisaged during the project implementation and

monitoring?

Information sharing Consultation Collaborative decision making

Empowerment

3. Was a C&P plan prepared? Yes No

To make the project effective public awareness & participation are essential so that adequate cooperation

is being received from the local population. It is envisaged that after the sub project is approved, the

details of the project design and requirement will be disclosed to the people before commencement of

implementation through community consultation.

C. Gender and Development

1. Key Issues

The sub-project will not cause any specific gender issue and is neither focused particularly on women.

However, execution of project will have indirect positive impact on women’s mobility.

2. Key Actions. Measures included in the design to promote gender equality and women’s

empowerment—access to and use of relevant services, resources, assets, or opportunities and

participation in decision-making process:

Gender plan Other actions/measures No action/measure

III. SOCIAL SAFEGUARD ISSUES AND OTHER SOCIAL RISKS

Issue Significant

/Limited/

No Impact

Strategy to Address Issue Plan or Other

Measures

Included in Design

Involuntary

Resettlement

Limited

The present bus station is proposed to be

shifted to a new area. The land to be

released by the present bus station is

proposed to be utilized for the sub –project

of multi-level car parking. The land of the

present bus station belongs to Uttar

Pradesh State Road Transport Corporation

(UPSRTC), a public sector undertaking of

Government of Uttar Pradesh. Since land

belongs to a quasi government body,

before appraisal of the subproject, the

issues related to land transfer needs to be

looked into in detail. There are 7 shop of

different functional types and 1 bi-cycle

stand are currently located within the bus

station. Those shops and the bi- cycle stand

were provided space by UPSRTC on

monthly lease rent. The proposed sub-

project will directly impacted upon the

livelihood of those 8 affected persons. A

Resettlement Plan will be prepared to

address the issue of relocation of

commercial shop owners.

Full Plan

Short Plan

Resettlement

Framework

No Action

Indigenous

Peoples

No impact

There are no indigenous people residing in

the project area that will either be required

for acquisition or will be displaced.

Plan

Other Action

Indigenous

Peoples

Framework

No Action

Labor

Employment

opportunities

Labor

retrenchment

Core labor

standards

Limited

No impact

No impact

There will be opportunity of employment

generation during construction of the

project component.

No loss of job or other form waged labor is

envisaged.

-

Plan

Other Action

No Action

No user fees/tax exists as of today.

Affordability No impact Awareness campaign and public

consultation may be needed to encourage

people to take house connections to the

road side sewer chambers.

Action

No Action

Other Risks

and/or

Vulnerabilities

HIV/AIDS

Human

trafficking

Others(conflict,

political

instability, etc),

please specify

No impact

No impact

No impact

-

Plan

Other Action

No Action

IV. MONITORING AND EVALUATION

Are social indicators included in the design and monitoring framework to facilitate monitoring of social

development activities and/or social impacts during project implementation? Yes No



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