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DPR-Phase 1B – SN Junction to Thripunithura

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DPR-Phase 1B – SN Junction to Thripunithura DETAILED PROJECT REPORT PHASE 1B S.N JUNCTION - TRIPUNITHURA INDEX Salient features Chapter-0 Executive Summary 0.1 Introduction 0.2 Transport demand forecast 0.3 System Selection 0.4 Civil Engineering 0.5 Train operation plan & rolling stock 0.6 Power Supply 0.7 Maintenance Depot 0.8 Environmental Impact Assessment (EIA) 0.9 Cost Estimates 0.10 Economic Analysis 0.11 Financial Analysis and Financing Plan 0.12 Implementation plan 0.13 Conclusions and Recommendations Chapter-1 Introduction 1.1 Background 1.2 Study area & population 1.3 Growth of motor vehicles 1.4 Review of relevant past studies 1.5 Phase I Metro Network in Kochi 1.6 Composition of report Chapter-2 Transport Demand Forecast 2.1 Primary traffic surveys and data analysis 2.2 Existing transportation system in the city 2.3 Future growth scenario and transport demand modeling 2.4 Transport demand model structure 2.5 Vehicle availability, generation and attraction models 2.6 AM Peak model validation 2.7 Assumptions for transport demand forecasting 2.8 Development of alternative mass transport networks 2.9 Evaluation of alternative mass transport networks 2.1 Transport demand forecast for revised phase II Mass Transport 2.11 Summary of transport demand forecast for revised phase II mass Chapter-3 System Selection 3.1 Permanent way 3.2 Rolling stock 3.3 Traction system 3.4 Signaling system 3.5 Telecommunication system 3.6 Automatic fare collection system Chapter-4 Civil Engineering 4.1 General 4.2 Planning parameters 4.3 Alignment feasibility principles for metro corridors 4.4 Geometric design norms 4.5 Basis for assessment of land 4.6 Feasibility of route alignments for metro corridors under phase ii Brief description of various alternatives for “sn junction station to tripunithura” metro 4.7 corridor Detailed description of route alignment of recommended alternatives of metro 4.8 corridors under phase ii 4.9 Detailed description of recommended alternative from sn junction to tripunithura 4.1 Details of stations on sn junction to tripunithura corridor 4.11 Religious structures 4.12 Provision for pedestrianisation, feeder buses and public bike sharing 4.13 Improvement of footpaths/ walkways in influence zone of the stations 4.14 Key plan showing details of roads assumed for footpath improvement 4.15 Abstract cost estimates 4.16 Permanent way 4.17 Viaduct structure 4.18 Construction of the stations 4.19 Identification of utilities and their diversions 4.20 Soil characteristics & field investigation 4.21 Discusssion and type of foundation 4.22 Topographical surveys Chapter-5 Train Operation and Rolling Stock 5.1 Introduction 5.2 Operation Philosophy 5.3 Stations on the proposed Sections/Corridors 5.4 Train Operation Planning Chapter-6 Power Supply 6.1 Introduction 6.2 Power Requirements 6.3 Need for High Reliability of Power Supply 6.4 Sources of Power Supply System 6.5 AuxiliaryDetails of Supply Major ArrangementsPower Supply Equipments/ Systems 6.6 6.7 Standby Power Supply 6.8 Supervisory Control and Data Acquisition (SCADA) System 6.9 Stray Current Corrosion Protection Measures 7.0 Electromagnetic interference (EMI) and electromagnetic compatibility (EMC) 7.1 Energy saving measures 7.2 Electric power tariff Chapter-7 Maintenance Depot 7.1 Introduction 7.2 Maintenance philosophy 7.3 Planning of the maintenance facilities setup 7.4 Rolling stock maintenance needs 7.5 Depot cum workshop layout 7.6 Infrastructure facilities planned at depot 7.7 Conclusion Chapter-8 Environmental Impact Assessment 8.1 Environmental Baseline Data 8.2 Land Environment 8.3 Water Environment 8.4 Meteorology and Air Environment 8.5 Noise environment 8.6 Ecology 8.7 Social Impact Assessment 8.8 Positive Environmental Impacts 8.9 Negative Environmental Impacts 8.1O Environmental Management Plan 8.11 Environmental Monitoring Plan Chapter-9 Cost Estimates, FIRR and EIRR 9.1 Introduction 9.2 Civil engineering works 9.3 Utility diversions, environmental protect, miscellaneous other works 9.4 Rehabilitation and resettlement 9.5 Traction and power supply system 9.6 Signaling and telecommunication works 9.7 Maintenance Depot 9.8 Rolling Stock 9.9 Provision For Pedestrainisation , Feeder Buses and Public Bike Sharing 9.10 Abstract of Cost Estimates Chapter-10 Implementation plan 10.1 Implementation plan Chapter-11 Disaster management 11.1 Introduction 11.2 Need for disaster management measures 11.3 Serious incidents requiring disaster management measures 11.4 Provisions under disaster management act, 2005 11.5 Provisions at metro stations / other installations 11.6 Preparedness for disaster management Chapter-12 Differently abled friendly features 12.1 Coverage 12.2 Rail transport system 12.3 Metro railway stations 12.4 Emergency egress / Evacuation 12.5 Street design 12.6 Traffic signals 12.7 Subway and foot over bridge 12.8 Alighting and boarding areas 12.9 Approach 12.1 Parking lots Chapter-13 Security measures in metro system 13.1 Introduction 13.2 Three pillars of security 13.3 Different phases of security 13.4 Responsibilities and partnerships 13.5 Proposed provision for security system Chapter-14 Conclusions and Recommendations 14.1 Financial Analysis and Financing Plan Economic analysis for Aluva to Angamaly and SN junction to Tripunittura Railway 14.2 Station Corridor FEASIBILITY STUDY & DPR FOR KOCHI METRO PHASE - IB SALIENT FEATURES FEASIBILITY STUDY & DPR FOR KOCHI METRO PHASE - IB SALIENT FEATURES S N Junction-Tripunithura 1. Route Length (From End to End ) : 1.2 Km 2. Number of Stations (Ph-IB) : 1 3. Traffic forecast Per Day Ridership Forecast 2023 2030 2040 2050 SN Junction – Tripunithura Railway Station 40000 64231 126353 248555 4. TRAIN OPERATION Tripunithura – Aluva Year Section Items 2030 2040 Headway in Min. (Trains/hr) 4 4 No : of Cars/ Train 84 93 Tripunithura – Aluva Rakes Required 28 31 Cars Required 87 117 PHPDT Demand 25178 28005 *@8 passengers/ M² 5. Traction Power Supply (a) Voltage : 750 V DC (b) Power Supply source : 110 KV AC - Provided (c) No of receiving sub stations : One - Provided (d) SCADA system : Provided 6. Rolling Stock (a) 2.9 m wide modern rolling stock with stainless steel body, Standard Gauge (b) Axle load : 16 T (c) Seating arrangement : Longitudinal (d) Capacity of 3 coach unit : 766 passengers @ 6 pass/m²,975@ 8 pass/m² 7. Maintenance Facilities Maintenance Depot : Current Depot of Phase I at Muttom can cater the requirement for Phase IB also. 8. Signaling, Telecommunication & Train Control (a) Type of Signaling : Cab Signalling and continuous Automatic Train Control with Automatic Train Protection (ATP) / CBTC (b) Telecommunication : Integrated System with Fibre Optic Transmission DETAILED PROJECT REPORT FEASIBILITY STUDY & DPR FOR KOCHI METRO PHASE - IB System, Master Clock System, Passenger information display system,Radio system, PA system, Telephony, Central Digital Recording System, Access Control System, Counter communication system etc. 9. Fare Collection : Automatic Fare Collection system with Contactless smart card / QR code type ticketing 10. Viaduct structure : The Client/PMC/General Consultant/ Design and Build Contractor may choose any type of super structure as mentioned in Chapter 4, keeping in view site conditions, availability of construction time and other resources i.e. road cranes/launching girders/shuttering etc. Combination of above type of superstructure may also be chosen. 11. Total estimated cost at 2019 price level with land cost including all charges and taxes S N Junction-Tripunithura : Rs 356 Crores 12. Financial Indices (a) FIRR The FIRR for the three alternatives for a project operation period of 30 years is as given below: SN junction - Thripunithura FIRR 5.63% (b) EIRR The summary of EIRRs under two scenarios of 10% cost over-run and 10% traffic reduction (separately) are given as under. Sensitivity EIRR (%) Basic EIRR 14.23 With increase in cost by 10% 13.15 With reduction in traffic materialization by 10% 12.89 DETAILED PROJECT REPORT FEASIBILITY STUDY & DPR FOR KOCHI METRO PHASE - IB EXECUTIVE SUMMARY FEASIBILITY STUDY & DPR FOR KOCHI METRO PHASE - IB EXECUTIVE SUMMARY 0.1 INTRODUCTION 0.1.1 Kochi is the most densely populated city in the state and is part of an extended metropolitan region, which is the largest urban agglomeration in Kerala. Kochi city is part of the Greater Cochin region. Kochi consists of mainland Ernakulam; the islands of Willingdon, Bolghatty and Gundu in the harbour; Fort Kochi and Mattancherry on the southern peninsula and Vypeen Island, north of Fort Kochi. Kochi ranks first in the total number of international and domestic tourist arrivals in Kerala. Kochi is home to the Southern Naval Command of the Indian Navy and the state headquarters of the Indian Coast Guard . Commercial maritime facilities of the city include the Port of Kochi, the Cochin Shipyard, offshore SPM of the Kochi Refineries, and the Kochi Marina 0.1.2 Rapid urbanization and intense commercial developments in the recent past have resulted in steep rise in travel demand putting Kochi’s transport infrastructure to stress. The increase in capacity of the transport system has not been compatible with transport demand. With ever increasing demand for road space – both for vehicular movement and parking, it is difficult to depend only on road based transport solutions. Kochi Metro Phase I is under construction at an estimated cost of Rs.5146 Crore and is expected to be completed by the year 2016 . The overall length of Kochi Metro Phase I is 25.16 Km from Aluva to Petta. Kochi Metro Rail Ltd. has already begun the operation of about 18.21 Km from Aluva to Maharajas with 16 stations and balance stretch of 6.95Km with 6 stations is in construction stage. In continuation to Phase I Government approval has been received for 2km stretch from Petta-SN Junction for which DDC has already been appointed aiming to start civil construction by December 2018 “S.N Junction metro station” in the Phase IA alignment is located on the Kochi- Dhanushkodi National Highway 85 which is about a Km away from the heart of Tripunithura Town.
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