Punjab Roads and Bridges Development Board Punjab State Road Sector Project Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Detailed Project Report for Rehabilitation of about 254.00 Km Road Length El 370 VOL. 13 I 4 - A9 A A N A*/ Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) -j-Intercontinental Consultants and Technocrats Pvt. Ltd. C u A-8, Green Park, New Delhi - 11 001 6, India in joint venture with jjrnjTECHNOLOGY AND MANAGEMENT LTD. 37 Sheerit Israel St., 68165, Tel-Aviv, Israel in association with I I Consulting Engineers Group Ltd. E-12, Moji Colony, Malviya Nagar, Jaipur-302017, India August, 2006 I I I I I I I I I I I I I I 1 I I I I I I Punjab Roads and Bridges Development Board Punjab State Road Sector Project Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Detailed Project Report for Rehabilitation of about 254.00 Km Road Length IJ II Enirnen sssset n MakNOjhnagemen Pla xa, New D i - 06 I I- \, / FinalReornt voltumeeIwiAh 1 Envro n A AND MAHA NTAgem LPla 37S eei Isra e St., 68165t, Tel- Av , Isr El S (Rehinabilcitation Comonnt (j FIntrcotnna Consultan ntiees andu Ltecncas. v.Ld 3E-1 , GreenCPark, New Dl ip-11006 01, India < rougus, 2006w}z Fina jeoint Venture with: I jj~ TECHNOLOGY AND MANAGEMENT LTD. 37 Sheerit Israel St., 68165, Tel-Aviv, Israel 1 in association with 13 Consulting Engineers Group Ltd. t E-12, Moji Colony, Malviya Nagar, Jaipur-302017, India 3 August, 2006 I I I LIST OF REPORTS VOLUME DESCRIPTION NO. I MAIN REPORT / II APPENDICES TO MAIN REPORT III COST ESTIMATE ENVIRONMENT ASSESSMENT AND MANAGEMENT PLAN IIV-A (REHABILITATION COMPONENT) ENVIRONMENT IMPACT ASSESSMENT IV-B (MALERKOTLA-DHEUR[-SANGRUR) IV-C ENVIRONMENT MANAGEMENT PLAN (MALERKOTLA-DHURI-SANGRUR) V SOCIAL IMAPCT ASSESSMENT AND RESETTLEMENT ACTION PLAN VI DRAWINGS VII BRIDGE DESIGN CALCULATIONS VIII GEO-TECHNICAL INVESTIGATIONS IX TECHNICAL REPORT OF TOPOGRAPHY SURVEY I I TABLE OF CONTENTS SL. NO. DESCRIPTION PAGE NO. VOLUME IV-A: ENVIRONMENT ASSESSMENT & MANAGEMENT PLAN (REHABILITATION COMPONENT) LIST OF ACRONYM 1 to 2 EXECUTIVE SUMMARY Es-1 to Es-9 1 INTRODUCTION 1-1 to 1-11 1.1 Overall Project Services 1-1 1.2 Work Description 1-1 to 1-3 1.3 Project Interventions 1-3 to 1-5 1.4 Outcomes of Environment Screening for the Project 1-5 1.5 Environment Assessment and Management Plan 1-5 to 1-6 1.5.1 Objectives of the EMP 1-5 1.5.2 Meeting of EMP objectives 1-6 1.5.3 Scope of Generic EMP 1-6 1.6 Methodology of Environment Assessment and Generic 1-7 Environment Management Plan 1.7 Structure of Report 1-7 1.8 Clearance require for the Project 1-8 Typical Cross Section Figure 1.1 to 1.3 1-9 to 1-11 2 BASELINE AND IMPACTS SUMMARY 2-1 to 2-18 2.1 Chandigarh-Landran-Chuni-Sirhind Road 2-1 to 2-2 2.1.1 Physical Resources 2-1 to 2-2 2.1.2 Natural Resources 2-2 2.1.3 Socio-Cultural Environment 2-2 2.2 Nagar-Aur-Rahon Road 2-2 to 2-4 2.2.1 Physical Resources 2-2 to 2-3 2.2.2 Natural Resources 2-3 2.2.3 Socio-Cultural Environment 2-4 2.3 Tarn Taran-Chabal-Attari Road 2-4 to 2-5 2.3.1 Physical Resources 2-4 to 2-5 2.3.2 Natural Resources 2-5 2.3.3 Socio-Cultural Environment 2-5 2.4 Kapurthala-Fatehabad-Tarn Taran Road 2-5 to 2-7 - 2.4.1 Physical Resources 2-5 to 2-6 2.4.2 Natural Resources 2-6 2.4.3 Socio-Cultural Environment 2-6 to 2-7 2.5 Dharamkot-Kot Ise Khan-Zira-Ferozepur Road 2-7 to 2-8 2.5.1 Physical Resources 2-7 to 2-8 2.5.2 Natural Resources 2-8 2.5.3 Socio-Cultural Environment 2-8 2.6 Impact 2-8 to 2-11 2.7 Public Consultation 2-12 to 2-15 Water, Air, Noise Monitoring Location 2-16 to 2-18 3 ENVIRONMENTAL MANAGEMENT PLAN 3-1 to 3-36 U (i) SL. NO. DESCRIPTION PAGE NO. 3.1 Pre-construction Stage 3-1 to 3-2 3.1.1 Pre-construction activities by CMU 3-1 3.1.2 Pre- construction activities by Contractor 3-1 to 3-2 3.2 Construction Stage 3-2 3.2.1 Construction activities by the Contractor 3-2 3.2.2 Construction activities by the CMU 3-2 to 3-3 3.3 Operation Stage 3-3 PARTA Environment Management Plan (General) Table 3.1: Environment Management Plan (Roads) 3-4 to 3-10 Pre-Construction Stage Table 3.1: Environment Management Plan (Roads) 3-11 to 3-24 Construction Stage Table 3.1: Environment Management Plan (Roads) 3-25 Operation Stage PARTB EnvironmentManagement Plan (Bridges) Table 3.2: Details of Bridges and Improvement Proposals 3-26 to 3-29 Table 3.3 Environment Management Plan (Bridges) 3-30 to 3-36 4 ENVIRONMENT ENHANCEMENT MEASURES 4-1 to 4-4 4.1 Objective 4-1 4.2 Methodology 4-1 to 4-2 4.3 Enhancement for surface water bodies 4-2 to 4-3 4.4 Enhancement for cultural properties 4-3 4.5 Enhancement for Archeology properties 4-3 to 4-4 4.6 Enhancement for Educational Institute and Community 4-4 properties 4.7 Community properties 4-4 5. MONITORING MEASURES 5-1 to 5-11 5.1 Environmental Monitoring Plan 5-1 to 5-14 5.1.1 Performance Indicators 5-1 to 5-2 5.1.2 Monitoring Parameters and Standards 5-2 5.1.3 Monitoring Plans for Environment Conditions 5-2 to 5-11 6 IMPLEMENTATION ARRANGEMENT 6-1 to 6-5 6.1 J Institution / Implementation Arrangement 6-1 to 6-3 6.2 Training 6-3 to 6-5 7 COST ESTIMATE 7-1 to 7-17 7.1 Environment Budget 7-1 to 7-17 GUIDELINES 1 to 50 REPORTING FORMATS 1 to 29 ANNEXURES (ii) LIST OF TABLES TABLE DESCRIPTION PAGE NO. VOLUME IV-A: ENVIRONMENT ASSESSMENT & MANAGEMENT PLAN (REHABILITATION COMPONENT) Table ES 1 The Scope of work different Corridor ES-1 Table ES2 Summary of Environmental Baseline Scenario ES-3 Table ES3 Summary of Impacts and Mitigation measures ES-4 to ES-5 Table ES4 Public Consultation ES-5 Table ES5 Issues Discussed during Stakeholders Consultation ES-5 to ES-6 Table ES6 Summary of Enhancement Sites ES-6 Table ES7 Corridor wise Summary of Environment Budget ES-7 Table ES8 Clearances Required for the Project ES-8 to ES-9 Table 1.1 The Scope of work different Corridor 1-3 Table 1.2 Proposed activities of different corridors 1-3 to 1-5 Table 1.3 Details of Bridges and improvement Proposal 1-5 to 1-8 Table 1.4 Clearances Required for the Project 1-12 Table 2.1 Summary of Impacts 2-9 Table 2.2 Details of Soil Required 2-10 Table 2.3 Details of Debris in the Project 2-10 Table 2.4 Details of Impact on Trees 2-10 Table 2.5 Impact Matrix 2-11 Table 2.6 Project Affected Persons 2-13 Table 2.7 Issues discussed during Stakeholders Consultation 2-15 Table 3.1 Environment Management Plan (Roads) 3-4 to 3-25 Table 3.2 Environment Management Plan (Bridges) 3-26 to 3-33 Table 4.1 Summary of Environment Site Proposed 4-3 Table 5.1 Performance Indicators for Project Implementation 5-1 to 5-2 Table 5.2 Environmental Monitoring Plan 5-4 to 5-6 Table 5.3 Monitoring Locations 5-7 to 5-8 Table 5.4 Desired Monitoring and Reporting Process and Responsibilities 5-9 to 5-10 Table 6.1 Training Modules 6-4 to 6.5 Table 7.1 Corridor wise Summary of Environment Budget 7-1 Table 7.2 Environment Budget of Chandigarh-Landran-Chuni-Sirhind Road 7-2 to 7-4 Table 7.3 Environment Budget of Nagar-Aur-Rahon Road 7-5 to 7-7 Table 7.4 Environment Budget of Tarn Taran-Chabal-Attari Road 7-8 to 7-10 Table 7.5 Environment Budget of Tarn Taran-Chabal-Attari Road 7-11 to 7-13 Table 7.6 Environment Budget of Dharamkot-Kot Ise Khan-Zira-Ferozepur Road 7-14 to 7-16 Table 7.7 Training Budget 7-17 I (iii) LIST OF GUIDELINES GUIDELINE DESCRIPTION 1 PAGE NO. ] _ _ _ _ __ _ _ _ _J NO. VOLUME IV-A: ENVIRONMENT ASSESSMENT & MANAGEMENT PLAN (REHABILITATION COMPONENT) Guideline-I Generic Guidelines for Environmental Friendly Construction 1 to 5 Methodology Guideline-I[ Guidelines for Siting and Layout of Construction Camp 6 to 8 Guideline-IEI Guidelines for Site Clearance 9 Guideline-IV Guidelines for Disposal Site Management lo to 11 Guideline-V Guidelines for Borrow Areas Management 12 to 14 Guideline-VI List of Identify Quarries 15 to 17 Guideline-VII Guidelines for Traffic Management during Construction 18 to 22 Guideline-VII Guidelines for Workers Safety in common operation and during 23 to 35 Construction Guideline-IX Guidelines for Soil Erosion and sedimentation control 36 to 37 Guideline-X Guidelines for Median Plantation and Grass Turfmg 38 to 45 Guideline-XI Guidelines for the Storage, Handling use and Emergency Response 46 to 48 for Hazardous Chemicals Guideline-XII Guidelines for Arrangement with Forest Department 49 to 50 (iv) LIST OF REPORTING FORMATS FORMAT DESCRIPTION PAGE INO.1 NO. VOLUME IV-A: ENVIRONMENT ASSESSMENT & MANAGEMENT PLAN (RERABILITATION COMPONENT) PiP Identification of Disposal Site Locations 1 P2 Setting-Up Construction Camp and Storage Area 2 to 3 P3 Establishment of Borrow Areas 4 P4 Establishment of Hot Mix Plant / Batch Mix Plant 5 P5 Road Safety Reporting Formats 6 P6 Arrangement for Temporary Land 7 P7 Pollution Monitoring 8 to 9 P8 Tree Cutting / Stump Removal 10 P9 Identification of Source of Water for Construction 11 Cl Details of Earthwork 12 C2 Details of Hot Mix Plant 13 C3 Details of Land Fill Operations 14 C4 Details of Machinery in Operation 15 C5 Redevelopment of Borrow Areas 16 C6 Safety Check List 17 C7 Accident Report 18 to 19 C8 Pollution Monitoring 20 to 21 C9 Enhancement Measures 22 C 10 Restoration of Construction Sites 23 01 Pollution Monitoring 24 02 Cleaning of Culvert Openings and Longitudinal Drains 25 CMU1 Format for Keeping Records of Consent Obtained by Contractor 26 CMU2 Checklist for Environment Inspection 27 CMU3 Sumrnary Sheet 28 to 29 (v) LIST OF ANNEXURES ANNEXUR. |DESCRIPTION PAGE NO. NO VOLUME IV-A: ENVIRONMENT ASSESSMENT & MANAGEMENT PLAN (RERABILITATION COMPONENT) Annexure 1.1 Typical Cross Section 1-1 to 1-27 Annexure 1.2 Repair and Rehabilitation of Existing Bridges 1-28 to 1-33 Annexure 2.1 A List of River/ Canals/ Nallas Crossing the road 2-1 Annexure 2.1 B List of Affected Ponds 2-2 to 2-6 Annexure 2.1 C Ground Water Quality Monitoring Results 2-7 to 2-9 Annexure 2.1 D List of Hand Pumps to be relocated 2-10 to 2-12 Annexure 2.1 E Air Quality Monitoring Results 2-13 Annexure 2.1 F Noise Quality Monitoring Results 2-14 Annexure 2.2 A List of Stretches without Tree Cover 2-15 to 2-16 Annexure 2.2 B Location of Green Tunnel 2-17 Annexure 2.2 C Details of Trees in Corridor of Impact 2-18 to 2-46 Annexure 2.3 A List of Settlements 2-47 to 2-48 Annexure 2.3 B List of Affected Religious Structure 2-49 to 2-51 Annexure 2.3 C List of Educational Structure 2-52 to 2-53 Annexure 2.4 Public Consultation 2-54 to 2-105 Annexure 3.1 List of Silt Fencing Locations 3-1 Annexure 3.2 List of Culverts and Horizontal Drains 3-2 to 3-20 Annexure 3.3 List of Settlements and Educational Institutes 3-21 to 3-24 Annexure 4.1 List of Enhancement Sites 4-1 to 4-8 Annexure 4.2 Enhancement Drawings 1 to 33 Annexure 5.1 National Ambient Air Quality Standard 5-1 Annexure 5.2 National Ambient Noise Quality Standard 5-2 Annexure 5.3 National Ambient Water Quality Standard 5-3 (3i) I I lList of Acronyms [I I I I I I I I I I I I I I I LIST OF ACRONYM AAQM Ambient Air Quality Monitoring AAS Atomic Absorption Spectrophotometer ASI Archieological Survey of India BA Borrow Area BIS Buerow of Indian Standards BOD Biochemical Oxygen Demand BOQ Bill of Quantities CO Carbon Mono oxide COD Chemical Oxygen Demand COI Corridor of Impact CPCB Central Pollution Control Board CPWD Central Public Works Department DO Dissolved Oxygen DOEF Department of Environment & Forest DPR Detailed Project Report ELA Environmental Impact Assessment EMP Environmental Management Plan HC Hydrocarbon ICT Intercontinental Consultants & Technocrats Pvt. Ltd. ILO Indian Labour Orginization INR Road Rupees IRC Indian Road Congress IS Indian Standards LS Left Side MCW Mother and Child Welfare MOEF Ministry of Environment & Forest MOST Ministry of Surface Transport MPN Most Probable Number NAQMS National Air Quality Monitoring Series NGO Non Govemment Organization NOx Nitrogen oxides NRPM Non Respirable Particulate Matter NTU Nephalo Turbidity Unit OB Over Burden PCB Pollution Control Board I (1) LIST OF ACRONYM CMU Contract Management Unit PRBDB Punjab Road & Bridge Development Board PWD Public Works Department R&R Rehabilitation and Resettlement RAP Rehabilitation Action Plan RCC Reinforce Cement Concrete ROB Road over Bridge ROW Right of Way RPM Respirable Particulate Matter RS Right Side RSPM Resirable Suspended Particulate Matter RUB Road under Bridge SC Supervision Consultant SE Supervisi6n Engineer SOx Sulphar oxides SPCB State Pollution Control Board SPM Suspended Particulate Matter TDS Total Dissolved Solid TSS Total suspended Solid WB World Bank (2) I I I I Executive Summary I I I I I I I I I I I I I I II i Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project EXEXUTIVE SUMMARY 0.1 INTRODUCTION Govt. of Punjab through Government of India has sought the assistance of the World Bank for the irmprovement and Rehabilitation of State Highways (SH) and other State Roads. A Strategic Option Study conducted by the Public Works Department (PWD) has prioritized for improvement from 1698 km of State Highways, Major Districts Roads and Other District roads. Technical and Economic feasibility studies for the Punjab State Road Project are being undertaken separately. The Government of Punjab has pre-selected approximately 3671 km of roads for Phase-I (comprising approximately 252 km roads for rehabilitation and another 115 km for up gradation works). The screening study was carried out by Consulting Engineering Services (I) Pvt. Ltd, Package I consultant. The Environment Assessment and Management plan has been prepared on the basis of findings of Screening report and further studies carried out by ICT Pvt. Ltd. 0.2 PROJECT DESCRIPTION This report relates to contract package II of Phase I of Punjab State Road Sector Project for Rehabilitation of 252 km of road length out of which 33km is now under up gradation. This report present the Environmental Assessment and Generic Environmental management Plan for 221 km of rehabilitation roads, which also includes up-gradation in few stretches and The scope of services includes Detailed Design for project roads and Quality Assurance and Technical Support Services. 0.3 SCOPE OF CIVIL WORKS The scope of the work has been categorized into two categories as follows: Rehabilitation The roads in the rehabilitation component are the mostly two lane roads and it is proposed to maintain the existing lane configuration with addition of 1.5m hard shoulders and strengthening of the existing pavement. An overlay of minimum 40mm bituminous concrete over a bituminous profile corrective course based on the Benkelman Deflection Suruey method has been proposed. There is no major geometric improvement involved, however the culvert/ bridges are proposed to be widened for the safety reasons to suit the increased pavement width. Upgradation The work involves widening of existing carriageway from Single/Interrnediate lane to two- lane configuration with earthen and paved shoulder. The scope of work of different corridors is given in Table Es 1. The scope of work is shown in Figure 1.1. Table Es 1: The Scope of work different Corridor Link Name of Road Rehabilitation Upgradation Length Construction of No. (kin) (km) (kin) New Bridges Chandigarh-Landran-Chunni- 38.85 - 38 85 l____ Sirhind (C-L-C-S) . 38.85 2 Nagar-Aur-Rahon (N-A-R) - 29.00 29 'The program has been packaged as follows: Package 2: DPR for 252 km road for Rehabilitation . Package 3: DPR for 115 km road for Upgrading Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es- I Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project 3 Tarn Taran-Chabal-Attari 14.00 27.00 41 4 (T-C-A)__ _ _ _ _ 4 Kapurthala-Fatehabad- 3.78 47.22 51 1 TarnTaran (K-F-T) 5 Dharamkot-Kot Ise Khan- 54.10 4.90 59 Zira-Ferozepur (D-K-Z-F) Total 110.73 110.27 218.85 6 0.4 FINDINGS OF ENVIRONMENT SCREENINGS The environment screening of the project corridor was undertaken by M/S Consulting Engineering Services India (I) Pvt. Ltd., Package-I consultants for the project. Major findings of Environmental Screening for the project are given below: * Roadside trees along the project roads (within Right of Way of the roads) are declared as Protected Forest. Road Rehabilitation will involve felling of roadside trees. * None of the road is passing through eco-sensitive areas like reserve forests and Sanctuaries. * Schools, hospitals and Temples exits outside the Right of way of the project road. Environmental Screening for the project has defined the scope of Rehabilitation of Road as Preparation of checklist and preparation of Generic Environmental Management Plan. The project has been categorized as 'Cat A' as per The World Bank policies 0.5 ENVIRONMENT ASSESSMENT AND MANAGEMENT PLAN FOR REHABILITATION COMPONENT Few stretches under this consultancy services also includes up gradation work without Land Acquisition, therefore limited Environment Assessment has been carried out based on the findings of which Generic Environment Management Plan has been prepared. 0.6 BASELINE FEATURES The baseline data of Physical, Natural and Socio cultural environment was collected and is summarized in Table Es 2. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 2 Consultancy Servicesfor Project Preparatory Studiesfor Package 11 (Phase I)for Punjab State Road Sector Project Table Es 2: Sumnmary of Environmental Baseline Scenario Envirounmental Parameters Chandigarh-Landran NgrArRhnTanCabltaiRod Kapurthala-Fatehabad- Dharamkot-Kot Ise Khan- I Chuni-Sirhind Road N Tarn Taran-Chabal-Attari Road Tarn Taran Road Zira-Ferozepur Road Physical Environmental Terrain & Geology Monotonous and Flat Slightly undulating Slightly undulating Slightly undulating Slightly undulating Geology Quatemary alluvial deposits Quatemary alluvial deposits Quatemary alluvial deposits Quatemary alluvial deposits Quatemary alluvial deposits Soil Type Seriozems and Kandi soil Loamy soil Loamy, Seriozems soil Loamy, Seriozems and bet Bet soil .soil Surface water bodies crossing/ along 3 Nos. of irrigation Canal one 3 Ponds 9 Nos. of irrigation Canal, 2 nos. of 9 Nos. of irrigation Canal, 7 Nos. of irigation Canal the road: Canal/Stream/Ponds waste water drain and 5 waste water drain and 10 Ponds Beas river and 5 Ponds Ponds Ground Water Bodies along the road: . HP 26 HP 23 HP 21 HP, 17 TW 5 HP, 17 TW HP/TW Annual Rainfall (mm) 700 - 800 mm 600-800mm __500-600mm 400-500mm Ground Water Table 5-10 mbgl (Pre monsoon) 12- 15 mbgl (Pre monsoon) 5-10 mbgl (Pre monsoon) 5-15 mbgl (Pre monsoon) 5-lOmbgl 5-10 mbgl (Post monsoon) 15- 18 mbgl (Post monsoon) 5-10 mbgl (Post monsoon) 10-20 mbgl (Post monsoon) (Pre and Post monsoon) Water Quality Within permissible limit as Within pem-issible limit as To Be monitored in Pre- Within permissible. limit as Within permissible limit as per standard per standard construction stage per standard per standard Air Quality SPM and RSPM above SPM and RSPM above To Be monitored in Pre- SPM and RSPM above SPM and RSPM above permissible limits permissible limits construction stage permissible limits. permissible limits Noise Level To Be monitored in Pre- To Be monitored in Pre- Slightly above permissible limits Slightly above permissible Above permissible limits construction stage construction stage limits Natural Environment Forest Along the Road Roadside trees under Roadside trees under Roadside trees under Protected Roadside trees under Roadside trees under Protected Forest (19.42 ha.) Protected Forest (14.50 ha) Forest. (19.94 ha) Protected Forest ( 25.85 ha ) Protected Forest ( 29.70 ha) Eco-sensitive area within 7km Nil Nil Nil Nil Nil Avenue Trees along the road 14705 Nos 10090 Nos. 17226 Nos. 18849 Nos. 28985 Nos. Socio-Cultural Environment Settlements Along the road 14 Nos. 10 Nos. 12 Nos. 10 Nos. 16 Nos. Religious Properties along the road 13 Nos 11 Nos. 18 Nos. 11 Nos. 12 Nos. Educational Institutes Along the road 9 Nos 9 Nos. 9 Nos. 9 Nos. 21 Nos. Land Use Along the Road Agri. 70% Com. 23% Agri. 72.40% Com. 13.06% Agri. 78.5% Res. 14% Agri. 78.11% Com. 9.65% Agri. 78.68% Com. 10.83 Ind. 4% Def. 0.5% Res. 14 % Com and Others. 7.5% Res. 10.94% Ind. 1.30% Res. 10.15% Ind. 0.34% Relg. 0.5% Res. 2% Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es -3 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project 0.7 ENVIRONMENTAL IMPACTS Environmental positive and negative impacts are identified due to the proposed project and summarized below: Table Es 3: Summary of Impacts and Mitigation measures Si. Parameter C-L-C-S N-A-R T-C-A K-F-T D-K-Z-F Total No Negative Impacts I Hand Pumps Relocation 8 18 14 14 5 59 2 Nos of trees to be felled 131 776 66 253 380 1606 3 Impact on Religious 0 1 1 0 2 4 structures 4 Water for Construction 5815 6193 9840 5915 11593 39356 (KI) 5 Aggregates required 137184 120748 50615 115376 299049 722972 (cum)__ _ _ _ _ 6 Debris Disposal 32394 111583 66317 33027 31593 274916 7 Earth required (cum) 81586 79596 102731 113100 212661 589674 Positive Impacts I Enhancement sites 33 30 42 47 48 200 A Cultural Properties 0 0 2 1 0 3 B Religious Properties 3 2 2 2 1 10 C Surface water body 2 3 3 3 3 14 Educational Institute 0 0 1 0 1 2 D Safe Access to educational institution 63 E Enhancement of Bus bays 18 10 20 24 20 94 F Village gate 0 I 0 1 0 2 G Sitting Arrangement 0 1 5 2 2 10 F Vegetative Screen Barrier I 0 0 0 0 1 Road safety Measures A Junction Improvement 3 3 4 6 1 17 B Rotary 0 0 0 0 4 4 C Intersections 0 11 15 19 28 73 I T - 7 8 9 7 31 ii X 2 2 4 17 25 iii Y - 2 5 6 7 20 D Bus Bays 18 12 20 24 20 94 E Raised Pedestrian 4 5 7 I 32 Crossing F No of Curve sign 42 12 42 38 0 134 G Signages i Intersection Signs 80 56 100 84 120 440 ii No of Stop Sign 88 63 106 90 136 483 iii School Signs 2 6 8 16 24 56 iv Place Identification signs 14 18 8 16 12 68 v Speed Limit sign 28 9 26 24 7 94 vi Restriction End Signs 24 9 26 24 5 88 H Crash Barriers i Nos. 4 2 I 9 4 20 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 4 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I)for Punjab State Road Sector Project ii Length (m) 600 95 330 15640 1140 17805 I Earth Quantity Saved 32393 35260 59974 27036 73761 228424 Mitigation Measures A Silt Fencing (Nos.) - i No. 2 3 2 2 4 13 ii Metre 40 60 70 80 40 290 B Debris reuse (Quantity in 32393 35260 59974 27036 73761 228424 C Compensatory 17.68 17.40 18.126 23.50 13.75 90.456 Afforestation (Ha). D Net Present Value (Rs) 8132800.00 8004000.00 8337960.00 10810000.00 12650000.00 47934760 E Traffic Calming measures 24 15 20 30 37 126 (Nos.)__ _ _ _ _ F Drains (km) 33.932 12.532 13.128 16.49 22.339 98.421 0.8 PUBLIC CONSULTATION The Public Consultation was carried out carried out at different stages of projects, the corridor wise details is given Table Es 4 and Issues discussed during Stakeholders consultation details is given Table Es 5. Table Es 4: Public Consultation Sl No of Public No of No. of Women No. Consultation Participants Participants 1 Chandigarh-Landran-Chunni-Sirhind 6 114 2 Nagar-Aur-Rahon 4 41 8 3 Tarn Taran-Chabal-Attari 4 91 .13 4 Kapurthala-Fatehabad-Tarn Taran 6 115 49 5 Dharamkot-Kot Ise Khan-Zira-Ferozepur 77 3 TOTAL 25 438 82 Table Es 5: Issues Discussed during Stakeholders Consultation Issues Raised in Public Consultation I Provision of signages and traffic 2 Parking Facilities calming measures 3 Improvements of Junctions and 4 Provision of Bus stops Intersections 5 Street Light in Urban area 6 Provision of Footpaths in urban areas 7 Service Roads 8 Road improvement within Right of way 9 Enhancement of religious structures 10 Maintaining the height of embankment at same level 3 l Roadside drainage 12 Provision of Pedestrian Crossings 13 Covered drains in urban areas Issues Addressed in Design - Road Signages provided and traffic Junctions and Intersections improved calming measures provided. 3 Provision of Bus stops, Bus laybyes 4 Street Light in Urban area provided Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 5 Consultancy Services for Project Preparatory Studies for Package 11 (Phase l) for Punjab State Road Sector Project 5 Provision of Footpaths in urban areas 6 Road improvement done within Right of way Enhancement of religious structures and The height of embankment has been maintained at 7 crematorium has been suggested in 8 samne level except at approaches where new bridge is Environment Management Plan being constructed that too by 0.2 to 0.3 m 9 Roadside drainage provided 10 Raised Pedestrian Crossing provided. 11 Covered drains in urban areas provided 0.9 ENVIRONMENT MANAGEMENT MEASURES Environment Management measures have been described in Matrix for three stages i.e. Pre Construction, Construction and Operation phases to mitigate / offset the adverse impact on Environment. All the relevant applicable clauses, laws and responsibility both at Execution and supervisory levels have been mentioned against every suggested environment measures and environment management plan has been tied up with Contract document as follows * Part of Volume II of Technical specifications. * Drawings (Environment Management Plan and Enhancement Drawings) have been put in Volume m (Drawings) of Contract documents. * Bill No 12 of Volume IV of Contract documents lists out Quantities for various activities like Mitigation, Enhancement, Monitoring as detailed in Environment Management Plan and are the responsibilities of Contractor. * The various plans which need to be prepared by the contractor and approval for which needs to be taken from "EO PRBDB" before initiation of any work have also been detailed. 0.10 ENVIRONMENT ENHANCEMENT MEASURES Environment enhancements have been suggested for various types of structures to provide comfort to road users, for integration of local communities with the project. The process and concept behind these measures have been described in Chapter 4.0 Environment Enhancement Measures. The brief summary about the various types of measures suggested in Environment Management Plan. is given in Table Es 6. Table Es 6: Summary of Enhancement Sites No. Description C-L-C-S N-A-R T-C-A K-F-T K- Tot Z-F a I Religious Structures 3 2 2 2 1 10 2 Surface water bodies 2 3 3 3 3 14 3 Cultural Properties 0 0 2 I 0 3 4 School 0 0 1 0 1 2 4 Safe access to Schools 9 10 9 14 21 63 5 Enhancement of Bus Bays 18 12 20 24 20 94 6 Vegetative Screen Barrier I 0 0 0 0 1 7 Village gate 0 I 0 1 0 2 8 Sitting arrangement 0 2 5 2 2 11 Total 33 30 42 47 48 200 Both site specific (12) as well as standard drawings (13) have been prepared. Bill of quantity for each of these enhancement proposals has been worked out and provision of budget for same has also been made. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 6 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Institutional Arrangement and Capacity Building The PRBDB is responsible for the effective implementation of all the management measures suggested in EMP and for this the organizational capacity of the PRBDB in environmental sector is to be streamlined & strengthened. For implementation of EMP/ RAP, Environment Social Development and Resettlement Cell (ESDRC) should be set up in PRBDB. ESDRC shall be headed by Deputy Project Director and will consist of Project Manager (Environment), Project Manager (Social), Project Manager (Co ordination) along with secretariat staff. This cell will report to Project Director for all matters pertaining to environmental and social issues and monitor the implementation of environment management plan apart from interaction with World Bank. Trainings will be conducted for PRBDB staff, TA consultants and contractors at pre- construction stage, during constructions, before demobilization of contractor and before operation stage of the project. The basic objective of giving training to different Stakeholder is to enhance their capabilities for implementation of Environment Management and Monitoring Plan. The modules for training have also been developed and training will be conducted both at HO level and at CMU Level. 0.11 REGULATORY CLEARANCES REQUIRED The various clearances required for the project is given in Table Es 7. 0.12 ENVIRONMENTAL BUDGET Prepared for On the basis of the recommendation of Environment Management Plan and regulatory requirements a detailed environmental budget for each corridor has been developed, which is summarized in Table Es 8. Table Es 7: Corridor wise Summary of Environment Budget (Rst) C-L-C-S N-A-R T-C-A K-F-T D-K-Z-F T Forest clearance 9724000.00 9570000.00 9969300.00 12925000.00 15125000.00 57313300.00 Mitigation 184756.00 167706.00 179956.00 192206.00 143206.00 867830.00 Monitoring 602500.00 631000.00 638500.00 633500.00 635000.00 3140500.00 Enhancement 1007260.00 762000.00 1125610.00 1569980.00 638255.00 5103105.00 Total 11518516.00 11130706.00 11913366.00 15320686.00 16541461.00 66424735.00 Contingency 575925.80 556535.30 595668.30 766034.30 827073.05 3321236.75 Total 12094441.00 11687241.30 12509034.30 16086720.30 17368534.00 69745970.95 Say 12094450.00 11687250.00 12509050.00 16086750.00 17368550.00 69746050.00 Training F - 2850000.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 7 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I)for Punjab State Road Sector Project Table Es 8: Clearances Required for the Project SN. Clearances Acts Approving Agency Applicability to the Time Responsibility No. Clearances Project Required j Execution Supervision PROJECT PREPARATION STAGE Water (Prevention and Control of Project No Objection Certificate Pollution) Act 1974, Punjab Pollution Control Board 3 months "EO PRBDB" Director Air (Prevention and Control of PRBDB Pollution) Act 1981 2 Project Diversion of forest land and Forest Conservation Act (1980) Regional Office MoEF / 6 months "EO PRBDB" Director Permission for felling of trees Chandigarh PRBDB PROJECT IMPLEMENTATION STAGE 3 Pemission fr Environment Protection Act 1986 Central Ground Water Board 2 months CONTRACTOR (PRBDB) Ground Water PBB 4 To the Extent Possible Irrigation Authorities for use of Ground Water will be Permission for Withdrawl of water from Irrigation Canal. used, However where CMU Surface Water from River/ ! . . unavoidable after taking 2 months CONTRACTOR Irrigation Canals withr of a ter fo r consent from CMU withdrawal of water from Rivers (PRBDB) Surface water may be used 5 Permission for Sand Mining Punjab Mines and Minerals River Board Authorities/ CMU from river bed Concession Rules 1969 Department of Mining Govt. of CONTRACTOR (PRBDB) Punjab 6 Permission for Opening of New Punjab Mines and Minerals Department of Mining Govt. of CT( Quarry Concession Rules 1969 Punjab / Punjab Pollution Control V- CONTRACTOR (PRBDB) Board 7 Hot mix plant, Crushers, Air (Prevention and Control of Punjab Pollution Control Board V 3 months CONTRACTOR CMU Cement Batching Plant Pollution) Act 1981 (PRBDB) 8 Hazardous Waste (Management Storage of Hazardous and Handling) Rules 1989 and CMU Chemicals Manufacturing Storage and Import Punjab Pollution Control Board V 3 months CONTRACTOR (PRBDB) of Hazardous Chemicals Rules 1989 _ _ _ _ _ _ W Disposal of Hazardous Waste Handous Rule (Management Punjab Pollution Control Board 2 months CONTRACTOR CMB DsoaofHzrosWse and Handling) Rules 1989PRD Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 8 - - - m - --- - m Consultancy Servicesfor Project Preparatory Studiesfor Package II (Phase I)for Punjab State Road Sector Project Si. . Applicability to the Time Responsibility No. Clearances Acts Approvng Agency Project Required Execution Supervision 10 Disposal of Construction Waste Water (Prevention and Control of and liquid effluent from Labor Pollution) Punjab Pollution Control Board 1 2 months CONTRACTOR CMU camps Act 1974 (PRBDB) 11 Pollution Under Control Central Motor and Vehicle Act Department of Transport, Govt. of / 2 months CONTRACTOR CMU Certificate 1988 Punjab (PRBDB) 12 Employing Labour / I week CONTRACTOR CMu ___Executing Agency of Building and I__week__CONTRACTOR___(PRBDB) Exectin Agncyof uilingand District Labour Commissioner 13 other construction act, 1996 DtCONTRACTOR CMU Registration of Workers CONTRAC (PRBDB) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) Es - 9 I ,,I I I I Introduction 1 I I I I I I I I I I I I I I I I I i i i t I i i i I I i Consultancy Services for Project Preparatory Studies for Package n1 (Phase 1) for Punjab State Road Sector Project 1. INTRODUCTION Govt. of Punjab through Government of India has sought the assistance of the World Bank for the improvement and Rehabilitation of State Highways (SH) and other State Roads. A Strategic Option Study conducted by the Public Works Department (PWD) has prioritized for improvement from 1698 km of State Highways, Major Districts Roads and Other District roads. Technical and Economic feasibility studies for the Punjab State Road Project are being undertaken separately. The Government of Punjab has pre-selected approximately 367' km of roads for Phase-I (comprising approximately 252 km roads for rehabilitation and another 115 km for up gradation works). ICT Pvt. Ltd. in joint venture with Technology and Management (TNM) Ltd, Israel and in association with Central Engineering Group (CEG) Ltd, was appointed to prepare detailed project report and Quality Assurance and Technical Support Services for package-2 of Phase- l(Rehabilitation Package) of the project. 1.1 OVERALL PROJECT SERVICES This report relates to contract package II of Phase I of Punjab State Road Sector Project for Rehabilitation of 252 km of road length out of which 33km is now under up gradation. The scope of services can be summarized as below Part A Services (Project Preparation - 8 months) includes preliminary and detailed design including environment assessments of roads and social assessment of the Project affected people, providing assistance to PWD/ PRBDB in preparation of bid documents and evaluation and providing expert advice to PWD / PRBDB during project preparation particularly in the fields of procurement of contracts, initial management and civil works contract. Part B Services (Quality Assurance and Technical Support Services) includes preparation of inspection and test plans (ITP) forms, carry out quality assurance and technical audit during construction phase, carrying out field inspection by checking 20 - 25% of total work. This report pertain part A of the services. 1.2 WORK DESCRIPTION The scope of the work can be categorized into two categories as follows: Rehabilitation The roads in the rehabilitation component are mostly two lane roads and it is proposed to maintain the existing lane configuration with addition of 1.5m hard shoulders and strengthening of the existing pavement. An overlay of minimum 40mm bituminous concrete over a bituminous profile corrective course based on the Benkelman Deflection Suruey method has been proposed. There is no major geometric improvement involved, however the culverts / bridges are proposed to be widened for the safety reasons to suit the increased Pavement width. Upgradation The work involves widening of existing carriageway from Single/Intermediate lane to two- lane configuration with earthen and paved shoulder. The scope of work of different corridors is given in Table 1.1. The scope of work is shown in Fig-1.1. 'The program has been packaged as follows: Package 2: DPR for 252 km road for Rehabilitation Package 3: DPR for 1 15 km road for Upgrading Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 1.1 Introdutction Index Map 1.1 To Jammu , - Pathankot , To Mandi .Denaba'bananak / - 0 \ri wal ps Mukenan' H I M A C H A L Batala I Dasuya P R A D E S H Amritsar Gagret w \- / / ,/ J I - I t ~~~~Malerkotla Basn\/apr .- \ Muktsar * II \ I Fazilka Jay Dhuri Nabha/ \~5' /L-'-/ W-a. Boha - H A R Y A N A R A J A S T H A N' Legend Railway Line River Other Roads Project Roads Upgradation Stretches in RehabilitationComponent Rehabilitation Final Report Voluime IV-A: Environment.4ssessinent and Managemenit Plani (Rehabilitatiomi Coniponent) I-2 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project Table 1.1: The Scope of work different Corridor Link Rehabilitation Upgradation Length Construction of No. Name of Road (km) (kmn) (km) New Bridges I Chandigarh-Landran- 38.85 - 38.85 1 Chunni-Sirhind ( C-L-C-S) 2 Nagar-Aur-Rahon ( N-A-R) - 29.00 29 - 3 Tam Taran-Chabal-Attari ( 14.00 27.00 41 4 T-C-A ) 4 Kapurthala-Fatehabad- 3.78 47.22 51 I TarnTaran (K-F-T) 5 Dharamkot-Kot Ise Khan- 54.10 4.90 59 Zira-Ferozepur ( D-K-Z-F ) Total 110.73 110.27 218.85 6 This report pertains to five roads except Malearkotla-Dhuri-Sangrur that is now under up gradation package for which separate EIA and EMP has been prepared. 1.3 PROJECT INTERVENTIONS The following activities are proposed to be carried out as detailed in Table 1.2 of different corridors. Typical Cross sections are shown in Figure 1.2 to 1.4 at the end of the chapter and details of cross section with applicable chainage for different corridor are attached in Annexure I.1. Table 1.2: Proposed Activities of Different Corridors Si Description Applicable Chainage Reference No. (Dimensions in meter) (kIn) Re A Chandigarh-Landran-Chuni-Sirhind Road 1 Carriageway 2x3.5 Km 9.700 to km 11.250 Drg. No Rehabilitation of Two Lane Paved Shoulder 1.3-1.5m Km 12.050 to km 13.600 PRBDB/ CHD-SIR Carriageway. Earthen Shoulder 2xI.00 Km 15.750 to km 39.835 /TCS/1/4/R I Drain Km 39.920 to km 41.645 Km 42.230 to km 46.970 2 Carriageway 2x7.0 Km 11.250 to km 12.050 Drg. No Rehabilitation Paved Shoulder 2xl.5m PRBDB/CHD-SIR Typical Cross-section with Earthen Shoulder 2xl.00 ITCS/2141R 1 divider only overlay. Median (existing width) (Flexible Pavement) Drain 3 Carriageway 2x3.5 km 13.600 to km 15.750 Drg. No Upgradation Paved Shoulder 2x1.500 PRBDB/CHD-SIR Cross-section for Upgradation Earthen Shoulder 2xl.0m ITCS/3141R I from intermediate lane to two- Drain 2.0 to 2.5 lane Carriageway 4 Carriageway 2x7.00 Km 39.835 to km 39.920 Drg. No Rehabiltation Earthen Shoulder 2xl.00 Km 41.645 to km 42.230 PRBDB/CHD-SIR Typical Cross- section with Median 2.7-3.8m(existing) ITCS/4/41R I divider only overlay. Drain (Flexible Pavement) B Nagar-Aur-Rahon Road 1 Carriageway 2x3.5 km 00.000 to km 16.800 Drg. No Upgradation Hard Shoulder 2x1.50 km 18.600 to km 21.400 PRBDB/NAG- Widening from Intermediate Earthen Shoulder 2xl.00 km 24.700 to km 34.00 RAH/TCS/1/3/R I Lane to Two Lane Carriageway. (Flexible Pavement) 2 Carriageway 2x3.5 km 16.800 to km 18.600 Drg. No Upgradation Hard Shoulder 2xl.00 km 21.400 to km 23.00 PRBDB/NAG- Cross- section in Built up area Footpath/ Covered drain 2.0 to 2.5 RAH/TCS/2/3/R I at Chakdana & Aur Village 3 I_ I (Flexible Pavement) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) I 1-3 Introduction Si Description Applicable Chainage Reference Remarks No. (Dimensions in meter) (kmn) 3 Carriageway 2x3.5 km 23.000 to km 24.700 Drg. No Upgradation Hard Shoulder 2xl.500 PRBDB/NAG- Cross-section in Urban areas. Footpath/ RAH/TCS/3/3/R 1 (Rahon) Covered drain 2.0 to 2.5 C Tarn- Taran-Chabal-Attari Road 1 Carriageway 2x3.35/3.50 km 0.00 to km 14.000 Drg. No Rehabilitation Earthen Shoulder 2xl.00 PRBDB/TAR- Two Lane Carriageways. Drain 1700 mrin. ATTITCS/1/3/R I (Flexible Pavement) 2 Carriageway 2x3.5 km 14.100 to km 25.800 Drg. No Upgradation Earthen Shoulder 2xl .00 PRBDB/TAR- Widening from single Lane to Drain 1.700 ATT/TCS/2/3/R I Two Lane Carriageway (Flexible Pavement) 3 Carriageway 2x3.5 km 25.800 to km 40.500 Drg. No Upgradation Earthen Shoulder 2xl .00 PRBDB/TAR- Widening from Intermediate Drain 1.700 ATI/TCS/3/3/R I lane to two lane carriageway D Kapurthala-Fatehabad-Tarn Taran Road I Carriageway 2x3.35/3.50 km 0.00 to km 03.120 Drg. No Rehabilitation Hard Shoulder 2x1.50 km 3.900 to km 17.000 PRBDB/KAP-TAR Two Lane Carriageways. Earthen Shoulder 2xl.00 /TCS/2/61R 0 (Flexible Pavement) Drain 1.700 2 Carriageway 2x3.35/3.50 km 3.120 to km 3.900 Drg. No Upgradation Hard Shoulder 2x1.50 PRBDB/KAP-TAR Two Lane Carriageway, New Earthen Shoulder 2x1.00 /TCS/5/6alR 0 Construction Drain 1.700 (Flexible Pavement) 3 Carriageway 2x3.35/3.50 km 17.00 to km 18.30 Drg. No Rehabilitation Hard Shoulder 2x1.50 PRBDB/IKAP-TAR Two Lane Carriageway Earthen Shoulder 2xI.00 /TCS/1/6/R 0 (Flexible Pavement) Drain 1.700 4 Carriageway 2x3.35 Km 18.300 to km 29.00 Drg. No Rehabilitation Hard Shoulder 2x1.50 (Approach to Bridges) PRBDB/KAP-TAR Two Lane Cariageways. Earthen Shoulder 2xl.00 /TCS/6/6/R 0 (Flexible Pavement) Drain 1.700 Approach to Bridges 5 Carriageway 2x3.35 Km 29.000 to km 31.00 Drg. No Upgradation Shoulder/Parking 2x1.50 Except km 29.70-30.00 PRBDB/KAP-TAR Two Lane Cross-sections in Footpath/covered where construction is /TCS/3/6/R 0 Urban Area. Drain 2x2.00-2.50 restricted upto Building (Rigid Pavement). Line. 6 Carriageway 2x3.35/3.5 km 31.00 to km 40.50 Drg. No Rehabilitation Hard Shoulder 2xl.50 km 41.50 to km 47.180 PRBDB/KAP-TAR Two Lane Carriageways. Earthen Shoulder 2xI.00 ITCS/4/6/R 0 (Flexible Pavement) Drain 1.700 7 Carriageway 2x3.25/3.5 km 40.500 to 41.500 Drg. No Upgradation Hard Shoulder 2x1.50 PRBDB/KAP-TAR Two lane carriageway Earthen Shoulder 2xI.00 /TCS/5/6/R 0 (New Construction) Drain 1.700 E Dharamkot-Kot Ise Khan-Ferozepur Road Carriageway 2x3.35 km 0.00 to km 0.300 Drg. No Upgradation Shoulder/Parking 2x1.50 km 8.600 to km 11.000 PRBDB/FIR-DHA Cross-section in Urban Area. Footpath/covered km 22.800 to km 25.000 ITCS/3/31R 0 (Rigid Pavement) Dharamkot, Kot Isekhan town, Drain 2x2.00-2.50 Zira Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 1 -4 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Si Description Applicable Chainage Reference Remarks No. (Dimensions in meter) (km) 2 Carriageway 2x3.50 km 0.300 to km 8.600 Drg. No Upgradation Hard Shoulder 2xl.50 PRBDB/FIR-DHA Cross-section for widening from Earthen Shoulder 2xI.00 /TCS/1/3tR 0 Intermediate lane to Two-lane Drain 1.700 carmageway. Drain 1.700 _ (Flexible Pavement) 3 Carriageway 2x3.25/3.50 km 11.000 to km 22.800 Drg. No Rehabilitation Hard Shoulder 2xI.50 km 25.00 to km 59.162 PRBDB/FIR-DHA Cross-section for rehabilitation Earthen Shoulder 2xl.00 /TCS/l/31R 0 of carriageway. Drain 1.700 1(Flexible Pavement) 1.4 OUTCOMES OF ENVIRONMENTAL SCREENING FOR THE PROJECT The environment screening of the project corridor was undertaken by MIS Consulting Engineering Services India (I) Pvt. Ltd., Package-I consultants for the project. Findings of Environmental Screening relevant to this project component is given below: a Roadside trees along the project roads (within Right of Way of the roads) are declared as Protected Forest. Road Rehabilitation will involve felling of roadside trees. a None of the road is passing through eco-sensitive areas like reserve forests and Sanctuaries. 3 Schools, hospitals and Temples exits outside the Right of way of the project road. Environmental Screening for the project has defined the scope of Rehabilitation component as preparation of checklist and based on findings of screening developments of Generic Environmental Management Plan. 1.5 ENVIRONMENT ASSESSMENTS AND ENVIRONMENT MANAGEMENT PLAN The present project has been categorized as Category A project according to the World Bank Policy i.e. OP 4.01 due to cumulative impacts from the Project. Screening report has recommended only preparation of Checklist and Generic EMP for Rehabilitation component as it does not involve land acquisition, felling of trees is minimal and is not passing near / through any sensitive areas like reserved forests, Wet lands, Sanctuary or sensitive habitats. However due to nature and scope of work as there are few upgradations in rehabilitation work, Environment Assessment has been carried out based on the findings of Which Generic Environment Management Plan has been developed. 1.5.1 Objectives of the EMP The main aim of the Environmental Management Plan is to ensure that the various adverse impacts associated with the project are properly mitigated. The objectives of the EMP at various stages of the project planning and implementation are as follows. Design Stage • To have minimum impact on roadside trees, forests and ground cover; 3 To keep land acquisition and building demolition at a minimum; * To provide maximum safety to the highway user and road side communities as well as segregation of local and slow moving traffic in the congested areas, by preparing road designs to meet these needs; * To develop a design that incorporates environmental safeguards and . To define mitigative measures that effectively reduce all expected environmental degradation to an acceptable level. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) I~ 1-5 Introduction Construction Stage . To prevent and reduce the negative environmental impacts of the project by implementable, economically feasible mitigation measures, to be carried out by the Contractor. * To ensure that the provisions of the EMP are strictly followed and implemented by strengthening implementation arrangements. Operation Stage To prevent deterioration of environment components of air, water, soil, noise etc; * To improve the safety of the highway users and road side communities 1.5.2 Meeting the EMP Objectives The following are the Key areas to make the Environment Management Plan effective into the ground. a) Environmental health, safety and social impacts To improve the environmental conditions, including areas such as environmental health, safety and social impacts, measures have been included as part of the EMP. b) Constant dialogue with the public and interested stakeholders The community consultation process was carried out right from the inception stage of the project. Continuous dialogue with local inhabitants and stakeholders including public agencies has been established on various environmental issues to obtain their feedback. Consultation would continue throughout the implementation stage of project. c) Training For the effective implementation of the EMP measures proposed, sustainable institutional arrangements have been proposed. To educate and train the PIU, the personnel of the Construction Supervision Consultants and the Contractor, an extensive training schedule has been worked out as part of the EMP. The training programme will be implemented as per the schedule proposed. d) Legal Requirements The legal clearance and permits those are necessary or mandatory for the commencement of the project will be met. The conditions stipulated by the various statutory authorities such as the Stage Pollution Control Boards, State Forest Department, Ministry of Environmental and Forest (MoEF), etc. will be complied with. 1.5.3 Scope of Generic EMP An Generic Environmental Plan has been developed on the basis of Environmental Screening and Environment Assessment for the project. The Environmental Management Plan (EMP) consist of the set of mitigation, monitoring and institutional measures to be taken during the design, construction and operation stages of the project to eliminate adverse environmental impacts, to offset them, or to reduce them to acceptable levels. The plan also includes the actions, needed for the implementation of these measures. The major components of the Environmental Management Plan are: * Mitigation of potentially adverse impacts; * Monitoring during project implementation and operations; * Institutional Capacity Building and Training; • Implementation Schedule and Environmental Cost Estimates; * Integration of EMP with Project planning, design, construction and operation. * Environment Enhancement Measures Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) I -6 Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project 1.6 METHODOLOGY FOR ENVIRONMENT ASSESSMENT AND GENERIC ENVIRONMENT MANAGEMENT PLAN Review of Environmental Screening Report The environment screening report was reviewed and Based on the outcomes of environmental screening report, further methodologies were developed for assessment of impacts and preparation of generic environmental management plans. Defining Corridor of Influence Corridor of influence for the project roads were defined as Direct Impact Zone2 and project influence area3 for assessment of environmental impacts due to the project activities. Collection of secondary data and generation of Primary Data Based upon the corridor of influence secondary data was collected and to fill the gaps where secondary data was not available primary data was generated for establishing the baseline for the project. Public Consultation Two Stage public consultations were carried out at different stages of project. Stakeholders were identified on the basis of systematic analysis. Public Consultations were carried out with identified stakeholders in two stages, in stage one Public were disseminated information about the project and their views, suggestions, grievances were solicited, which were addressed to the extent possible in the design. In second stage people were explained about the design and suggestions, which could be addressed in design, which could not be addressed and reasons thereof. The methodology adopted for carrying public consultation was Interview Survey, Local / Village Level Consultation and Focus Group Discussions. Prediction of Impacts Based on the Corridor of influence and baseline environmental data, impacts on Physical, Natural and Socio Cultural environment were identified due to the proposed project. Avoidance, Mitigation, Management and Enhancement Measures Mitigation measures were suggested for identified impacts on Physical, Natural and Socio Cultural environment. The enhancement measures for identified sites based on aesthetics, community required were suggested. Institutional Set up on the basis of impacts has also been suggested for effective implementation of Environment Management Plan. The training modules fro various stake holder have been developed for effective implementation of EMP. Cost Estimate Cost estimate based on mnitigation, statuary requirements and enhancement measures has also been worked out. 1.7 STRUCTURE OF REPORT 1. Introduction 2. Baseline and Impacts Summary 3. Environment Management Plan 4. Environment Enhancement Measures 5. Monitoring Measures 6. Implementation Arrangement 7. Environmental Budget 2 Direct Impact Zone is limited to toe line of the proposed crossection 3 Corridor of influence area is defined as 7 km on either side of project road. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) I 1-7 Introduction 1.8 CLEARANCE REQUIREMENTS FOR THE PROJECT The various clearances required for highway project and their applicability viz this project is given in Table 1.3. Table 1.3: Clearances Required for the Project Sl Responsibility No Clearances |Act Approving Agency | Applicability to the Project Time Required Execution Supervision PROJECT PREPARATION STAGE I No Objection Certificate Water (Prevention and Control of Pollution) Punjab Poludon Control Board Act 1974, 3 ots"OP D"Project Director Air (Prevention and Control of Pollution) 1 3 m " PRBDB Act 1981 2 Environment Clearance Environment Protection Act 1986 Ministry of Environment and Forest New x Delhi 3 Wild Life Clearance Wild Life Act 1972 Hon'ble Supreme Court x 4 Diversion of forest land and Permission for Forest Conservation Act (1980) Chandigarh 6 months "EO PRBDB" PRBDB- felling of tre(1980) Regiongalrfieh oF1 PRojctDirco PROJECT IMPLEMENTATION STAGE 5 Permission for Withdrawl of Ground Water Environment Protection Act 1986 Central Ground Water Board 2 months CONTRACTOR CMU (PRBDB) 6 Permission for Withdrawl of Surface Water Irrigation Authorities for use of water from To the Extent Possible Ground from River/ Irrigation Canals Isrigation Canal. Water wil be used, However River Board / Authorities for withdrawal of where unavoidable after taking 2 months CONTRACTOR CMU (PRBDB) water from Rivers consent from CMU (PRBDB) Surface water may be used 7 NOC from Archaeological Survey of India The Ancient Monumesnt and Archaeological Department of Archaeology Govt. of Punjab x 2 months sites and Remains Act 1958. 8 Permission for Sand Mining from river bed Punjab Mines and Minerals Concession River Board Authorities/ Department of , CONTRACTOR CMU (PRBDB) Rules 1969 Mining Govt. of Punjab 9 Pernnission for Opening of New Quarry Punjab Mines and Minerals Concession Department of Mining Govt. of Punjab / - CONTRACTOR CMU (PRBDB) Rules 1969 Punjab Polution Control Board 10 Hot mix plant, Crushers, Cement Batching Air (Prevention and Control of Polution) Punjab Pollution Control Board 3 months CONTRACTOR CMU (PRBDB) Plant Act 1981 1 1 Storage of Hazardous Chemicals Hazardous Waste (Management and Punjab PoDlution Control Board Handling) Rules 1989 and Manufacturing / 3 months CONTRACTOR CMU (PRBDB) Storage and Import of Hazardous Chemicals Rules 1989 12 Disposal of Hazardous Waste Hazardous Waste (Management and Punjab Poluton Control Board / 2 months CONTRACTOR CMU (PRBDB) Handling) Rules 1989 13 Disposal of Construction Waste and liquid Water (Prevenbon and Control of PoDlution) Punjab Pollution Control Board V 2 months CONTRACTOR CMU (PRBDB) effluent from Labor camps Act 1974 15 Polludon Under Control Certificate Central Motor and Vehicle Act 1988 Department of Transport, Govt. of Punjab X 2 months CONTRACTOR CMU (PRBDB) 16 Employing Labour Executing Agency of Building and other District Labour Commissioner / I week CONTRACTOR CMU (PRBDB) 17 Registraton of Workers construction act, 1996 . CONTRACTOR CMU (PRBDB) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 1-8 - m m - - - m - m ROW 1 1000 |EAMD HD PHAND CADREMII I7700( AN -)--i5O -000 ISO0-4-1v00 5.300 o SAMWA w1 ,,R-H-- - -Dn 340Iu, ORVIA 405, AY -S Poe ImSlWO PAWIID4T -- ACRONYUS:- BC I1TUUINOUS CONCRETE DOM DENSE SI1UMINOUS MACADAM PeC PROFILE CORREClTIE COURSE SEAM: YET MIX MACADAM 0SO: CRNUA SUSOAS Punjab Roads and Bridges se, 1.so Mat p ead laia projw Fing- Tieingl Cr.. d aU. l '. s D.aap a t or R h6ta h340W gg ajto Two Lane CarrIagewy __ _ _ _ _ __ _ _ _ _ __ _ _ _ _ ! HHARD 20zac2o0 SHOUII. PROPOS C Y SHOIDR 2000-2WO0 - MAl!ST/ --50 7000 -1 00 - .FOMlA/ -.- ILDIlI PROOSE I R OtIW01 5=00 Drai as pr Dus O PVL 280 W h p 0 0 n Suface n h I in Two LUp - --Sfes Onol"° ha T,awl 230 WM 231 -W1M In 0111- so40 DC 500 VAO E------- am sunC905 ffiADX PCC 0X10 PAVEMEWT Note:- I. AN Dimenslons oar In mm. 2. For Drain Deotib refer droinage standord drawings ACRONYMS:- POC PAVNO OULRY CONCRETE oC :DRY LEAN CONCRETE DBO DENSE SITUMINOUS MAC1AD WMM WET MX MACAD OSI GRANR SUBMSE : 11 I* A1 1po/,2R Punjab Red. *ad andBridge s'I t e Rad te= Ir Pe vee -t Pm I TyIo I nr- I I seefle Development Dosed Ma, Bulltup ree la=t - i I m - m ---mm-- _________________________15000 P15 2eeo1-2500se ^R 2a2a Drai as per LFiUch Read ofd e p r O 270mi POC Suf@eC Or.sing In Two 1. soomm O-C Sub Orse Scary to UWilnmi Laywr Note:- I. ANll Dmensions are In mm. 2. For Drain Detail refer drainage standard drawings ACRONYMS:- POC PAVW4 QUAULTY CONCRETE DLC DRY LEAN CONCRETE OeM DENSE UIUMINOUS MACADAM Wmm WET mIX mAcADAm GSS GRANULAR SUBBASE DevelopmentBor.d1 U I I I Baseline and I Impacts Summary 2 U l l I I I I I I I I I I I I I Consultancy Services for Project Preparatory Studies for Package ll (Phase I)for Punjab State Road Sector Project 2. BASELINE AND IMPACTS SUMMARY INTRODUCTION The Baseline data and impacts summary on Physical, Biological and cultural resources for each corridor is presented below. The baseline and impacts summary is based on the screening report and further studies carried out by M/s ICT Pvt. Ltd. Corridor specific baseline and impacts summary on Physical, Biological and cultural environmental is presented below. The Chainage wise details of Physical, Natural and Socio Cultural Environment for different corridor is given in Annexure 2.1 to 2.3. 2.1 CHANDIGARH-LANDRAN-CHUNNI-SIRHIND ROAD 2.1.1 Physical Resources Terrain Geology and Soil The topography of the area is monotonous and flat except at Chandigarh-Landran section where it is slightly undulating. The soil type of the project area is Seriozems and slightly Kandi. The geology of the area consists of Quatemary alluvial deposits. Topography of the area will not be altered as only overlay is proposed. The soil of the area may be impacted because of construction activities, movement of heavy vehicles and Borrow areas. Water Resources' 3 irrigation canals and one wastewater drain are crossing the road. (Refer Annexure 2.1A for Major Issues along . C handigarh -Land ran- Chu ni- Sirhind details) There are 10 hand pumps, 5 ponds Road (Refer Annexure 2.1B for details), which are used by communities to discharge their domestic . Over topping, Flooding and water effluent along the road. The ground water quality logging during monsoon was monitored at Landran Village and all . Impact on Religious Properties and parameters monitored were found to be within Schools permissible limits (Refer Annexure 2.1C for . Road Safety monitoring results and Fig 2.1 for monitoring . Loss of Hand Pumps locations). The aquifer type is unconfined. The annual average rainfall along the road is 700 - . Impacts on Ponds 800 mm. The depth of water Table varies from 5.0 - 10.0 mbgl (Pre & Post monsoon). The major problem in the area is water logging, overtopping along/on the roads. During construction water quality of Surface water bodies may degrade and obstruction in flow may occur. Apart from these impacts on surface water bodies ponds along the road may be subjected to Siltation. 8 hand pumps require relocation (Refer Annexure 2.1D for details). The problem of water logging, overtopping may increase during construction. During operation problem of overtopping and water logging will not be there and aesthetics of surface water body will be enhanced. Air Quality The air quality was monitored at Landran Chowk where SPM and RSPM are found to be 442 jig/M3 & 139 gg/M3 respectively above the permissible limits. (Refer Annexure 2.1E for Monitoring Results and fig 2.2 for monitoring locations) which may be due to improper Junction, inadequate carriageway width resulting in vehicles running on berms and generating dust. 3 Refer Annexure 2.1 for chainage wise details of water resources and monitoring results Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2- 1 Baseline and Impacts Summary During construction air quality may deteriorate due to construction activities, fugitive emissions, whereas during operation stage air quality will improve due to smooth riding and uninterrupted flow of traffic. Noise Levels The noise levels were monitored at two locations viz Landran village and Fatehgarh Sahib Town. The average values at these two locations are 55.7 db and 56.6 db. (Refer Annexure 2.1F for monitoring results and fig 2.3 for monitoring locations) which are above permissible standards. Noise Levels are higher which may be due to improper junction and inadequate carriageway width in Landran Village. Noise levels may increase during construction due to construction activities and movement of Heavy vehicles. During operation Noise Levels will come down considerably due to Smooth riding surface and uninterrupted flow of traffic. 2.1.2 Natural Environmene Total 14705 nos. of trees exists in ROW. There is very good roadside plantations along the whole stretch except at urban settlements. Roadside plantation along the road on PWD's land has been declared as Protected Forests and attracts provision of Forest Conversation Act. 1980. 19.42 Ha of Protected Forest exists on both sides of Road. There are 12 stretches along the road where avenue plantation does not exist (Refer Annexure 2.2A for details). The predominant species along the road are Eucalyptus and Shisham. Green tunnels also exist along the road at 4 stretches ((Refer Annexure 2.2B for details). No rare and endangered species have been reported in the area. Total 131 nos. of trees will be felled (Refer Annexure 2.3C for details) in the process of widening of road from intermediate to two-lane. The numbers of trees are not in substantial numbers very small so no major impact on flora is envisaged. 6.135 hectares of roadside protected forest- land along the road will be required for diversion. 2.1.3 Socio-Cultural Environment The stretch is passing through 14 settlements (Refer Annexure 2.3A for Details). There are 13 religious structures (Refer Annexure 2.3B for Details). 9 educational institutions (Refer Annexure 2.3C for Details). along the road. The land use along the project road is predominantly agriculture (70%), Commercial (23%), Industrial (4%), Defence (0.5%), Religious (0.5%), residential (2%). The road is passing through many residential areas and Road safety is not good on / along the project Road. During construction the environment along these settlements may degrade, Road safety may deteriorate and access to religious structures and educational institution may be disrupted. Additional stress on existing community because of establishment of labor camp may take place. No impact on Land use pattern is envisaged. During operations Road safety will improve especially access to educational institutions. 2.2 NAGAR-AUR-RAHON ROAD 2.2.1 Physical Resources Terrain Geology and Soil The terrain of the area is slightly undulating and forms part of Satluj River basin. The soil type is loamy. The geology of the area consists of Quarternally alluvial deposits. 2 Refer Annexure 2.2 for chainage wise details of Green Tunnels, Stretches without tree cover, List of Impacted trees. 3Refer Annexure 2.3 for chainage wise details of Religious Structures, Educational Institutions & Settlements. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 -2 Consultancy Services for Project Preparatory Studies for Package ll (Phase I) for Punjab State Road Sector Project The soil of the area may be impacted because of construction activities, movement of heavy vehicles and Borrow areas. Topography of the area will not be altered as height of embankment is not being raised. Water Resources' No canals / drain is crossing the road There are Major Issues along 26 hand pumps and 3 ponds (Refer Annexure Nagar-Aur-Rahon Road 2.1B for Details), which are used by communities to discharge their domestic waste along the road. The ground water quality was . Impact on Ponds monitored at town. All parameters monitored . Loss of Hand Pumps were found to be within permissible limits. . Road Safety (Refer Annexure 2.1C for monitoring results . ImpactonReligiousPropertyandSchool and fig 2.1 for monitoring locations). 700-800 mm from Rahon to crossing of Rahon-Phillaur road and 600-700 mm from Crossing of Rahon- Phillaur Road to Nagar. The ground water table in the section from Rahon to crossing of Rahon-Phillaur varies from 15.0 to 18.0 mbgl (Pre monsoon) and 10.0 to 15.0 mbgl (post monsoon). The ground water table in the project area varies from 12.0 to 18.0 mbgl (Pre monsoon) and 10.0 to 15.0 mbgl (post monsoon). 18 hand pumps need to be relocated (Refer Annexure 2.1D for details). as they are falling in immediate COI. All 3 ponds which are very near to road may be subjected to degradation in water quality and siltation. During operation problem of overtopping and water logging will not be there and aesthetics of surface water body will be enhanced. Air Quality The ambient air quality was monitored at T Junction of Aur-Nawasahar Road during screening stage. All parameters except Suspended Particulate matter (444 jLg/m3 ) were found to be within permissible limits. (Refer Annexure 2.1E for Air Quality Monitoring Results and Fig 2.2 for monitoring locations). The air quality may deteriorate during construction due to construction activities and fugitive emissions. During operations air quality will improve due to smooth riding and uninterrupted flow of traffic. Noise Levels The noise levels were observed to be fairly well. Even during Public Consultation people informed that noise does not irritate them. (Refer Annexure 2.1F for monitoring results and fig 2.3 for monitoring locations). Noise levels may increase during construction phase due to construction activities and movement of heavy vehicles. During operation Noise Levels will come down considerably due to Smooth riding surface and uninterrupted flow of traffic. 2.2.2 Natural Environment2 Total 10090 nos. of trees are present in ROW. Roadside plantation along the road on PWD's land has been declared as Protected Forests and attracts provision of Forest Conversation Act 1980. 14.5 hectare of Protected Forest exists on both side of road. There is continuous green tunnel from the start of road till end of road except at settlements. The predominant species along the road are Shisham, Lausara, Gulmohar and Eucalyptus. No rare and endangered species have been reported along the project road. Around 776 nos. of trees are required to be felled due to widening of Road. No major impact is envisaged. However 16.21 ha of protected forest requires diversion. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 2-3 Baseline and Impacts Summary During operation protected forest area along the road will increase. 2.2.3 Socio-Cultural Environment3 The project road is passing through 10 settlements (Refer Annexure 2.3 A for details); along the road there are 2 hospitals, 11 religious structures (Refer Annexure 2.3 B for details) and 9 educational institutions (Refer Annexure 2.3 C for details). The land use pattern along the road is predominantly agriculture (72.40%), residential (14%) and commercial area (13.60%). The road safety in/ along the road is not good. The environment near settlements may deteriorate, Increased Stress on existing community facilities due to establishment of Labor camp may take place, temporary disruption in access to Educational Institution, Religious Structure. There is no anticipated impact on Land Use pattern. During operation stage road safety will increase and aesthetics of surface water body will increase. 2.3 TARN TARAN-CHABAL-ATTARI ROAD 2.3.1 Physical Resources Terrain Geology and Soil The terrain of the area is slightly undulating and forms part of Beas River basin. The soil type is Loamy and Seriozems. The geology of the area consists of Quatemary alluvial deposits. The soil of the area may be impacted because of construction activities, movement of heavy vehicles and Borrow areas. Topography of the area will not be altered, as height of embankment is not being raised. Water Resources' 9 canals, 2 drains (Refer Annexure 2.1 A for Major Issues along Details) are present along/ across the road Tarn Taran-Chabal-Attari Road There are 23 hand pumps, 10 ponds out of . Air Quality which 9 are used by community to discharge their liquid waste (Refer Annexure 2.1 B for . Road Safety details), one pond used for fish breeding and 22 . Impact on Religious Property and School deep tube wells are present along the road. The . Impact of Ponds water quality is good as told by people. The . Loss of Hand Pumps aquifer type is Unconfined. The ground water table of the area along the road is 5.0 to 10.0 mbgl (Pre monsoon) and 5.0 to 10.0 mbgl (Post Monsoon) There are 15 stretches where water logging / overtopping is very common. . During construction water quality of Surface water bodies may degrade and obstruction in flow may occur. Apart from these impacts on surface water bodies ponds along the road may be subjected to Siltation. 14 hand pumps require relocation ((Refer Annexure 2.1 D for details). The problem of water logging, overtopping may increase during construction. During operation problem of overtopping and water logging will not be there and aesthetics of surface water body will be enhanced. Air Quality The air quality along the road is good in Tarn Taran to Chabal section as observed by Environment team and reported by locals. However from Chabal to Attari the dust clouds can be seen after passing of vehicle and air quality is not good. It may be due to existence of single carriageway resulting in vehicles going on berms very often. The air quality may deteriorate during construction due to construction activity and fugitive emissions. During operation Air Quality will improve considerably due to smooth riding, uninterrupted flow of traffic and widening from single lane to double lane from Chabal to Attari. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 -4 Consultancy Services for Project Preparatory Studies for Package II (Phase l) for Punjab State Road Sector Project Noise Levels The noise levels was monitored at three locations viz at starting point of Road, Near Radha Soami Satsang Beas Chabal road Chabal and end of project road where it meets NH 1. The noise levels were found to be higher at two locations viz, Tarn Taran Junction Start of Road and point where project road meets NH 1 (Refer Annexure 2.1F for Monitoring Results and fig 2.3 for monitoring locations). Noise levels may increase during construction due to construction activities and movement of Heavy vehicles. During operation Noise Quality will improve considerably due to smooth riding, uninterrupted flow of traffic because of improved pavement and widening from single lane to double lane from Chabal to Attari 2.3.2 Natural Environment2 Total 17726 nos. of trees are present in existing ROW. Roadside plantation along the road on PWD's land has been declared as Protected Forests and attracts provision of Forest Conversation Act. 19.94 Ha of Protected forest exists on both sides of road. There are 15 stretches without tree cover, which have been identified (Refer Annexure 2.3 A for Details). The predominant species along the road are Eucalyptus and Babool. No rare and endangered species of flora and fauna are reported along the road. Around 66 nos. trees require felling (Refer Annexure 2.2C for details) due to improvement of road, which are very small. 14.5314 hectare of forestland requires diversion. During operations the protected forest areas along the road will increase. 2.3.3 Socio Cultural Environment' There are 12 settlements (Refer Annexure 2.3 A for Details), 18 religious structures (Refer Annexure 2.3 B for Details), and 9 educational institutions (Refer Annexure 2.3 C for Details) along the road. The road safety on / along the road is not good. The land use pattern along the road is Agriculture (78.5%), residential (14%), Commercial and others (7.5%). The road safety on / along the road is not good The environment near settlements may deteriorate, Increased Stress on existing community facilities due to establishment of Labor camps, temporary disruption in access to Educational Institution, Religious Structure. There is no anticipated impact on Land use pattern. One small structure called Langar is on the edge of Carriageway and within ROW, which needs to be relocated. During operations road safety will increase and aesthetics of surface water will increase. 2.4 KAPURTHALA-FATEHABAD-TARN TARAN ROAD 2.4.1 Physical Resources Terrain Geology and Soil Major Issues along The terrain of the area is slightly undulating and Kapurthala-Fatehabad-Tarn Taran forms part of Beas River basin. The soil type is Road Loamy, Seriozems and bet soil. The geology of the . Soil Erosion area consists of Quaternary alluvial deposits. . Road Safety * Loss of Avenue Plantation - Soil of the area may be impacted because of construction activities, movement of heavy vehicles . Impact on Religious Property and and Borrow areas. Topography of the area will not be altered, as embankment height will not be raised. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 2-5 Baseline and Impacts Summary Water Resources' 9 canals ,one river Beas (Refer Annexure 2.1 A for details ) across the road. There are 5 Ponds along the roads all of them are waste water ponds ((Refer Annexure 2.1 B for details ) ,21 Hand Pumps, 17 deep tube wells. The surface water quality was monitored at Sangha walli Nahar Village Sangha and Ground Water quality at Goindwal Village. The parameters were found to be within permissible limits. (Refer Annexure 2.1C for Monitoring Results and Fig 2.1 for monitoring locations). The aquifer type is unconfined. The annual average rainfall along the road varies from 500-600mm The ground water table in Tam - Taran Fatehabad section varies from 10.0 to 15.0 mbgl (Pre monsoon), 15.0 to 20.0 mbgl (Post monsoon) and in Fatehabad - Kapurthala section varies from 5.0 to 10.0 mbgl (Pre monsoon), 10.0 to 15.0 mbgl (Post monsoon). During construction water quality of Surface water bodies may degrade and obstruction in flow may occur. Apart from these impacts on surface water bodies' ponds along the road may be subjected to Siltation. 14 hand pumps require relocation (Refer Annexure 2.1 D for details). The problem of water logging, overtopping may increase during construction. During operation problem of overtopping and water logging will not be there and aesthetics of surface water body will be enhanced. Air Quality The ambient air quality was monitored at BST Senior Secondary School Seikh Chowk. All monitored parameters except SPM and RSPM were found to be within permissible limits. The SPM and RSPM values are 376 gg /m 3, 116 gg /m 3 respectively. (Refer Annexure 2.1E for monitoring Results and Fig 2.2 for monitoring locations). The air quality may deteriorate during construction due to construction activities and fugitive emissions. During operation Air Quality will improve due to smooth riding and uninterrupted flow of traffic. Noise Level The noise levels were monitored at BST Senior Secondary School Village Seikh Chowk and was found to be within permissible standards. (Refer Annexure 2.1F for Monitoring Results and fig 2.3 for Monitoring locations). Noise levels may increase during construction phase due to construction activities and movement of heavy vehicles. During operation Noise Quality will improve considerably due to smooth riding, uninterrupted flow of traffic 2.4.2 Natural Environment2 Total 18849 nos. of trees are present in existing ROW. Roadside plantation along the road on PWD's land has been declared as Protected Forests and attracts provision of Forest Conversation Act. 25.85 Ha of Protected forest exists on both sides of road. There are 16 stretches without tree cover (Refer Annexure 2.3 A for Details) and green tunnel exists in two stretches. (Refer Annexure 2.2 B for details) The predominant species along the road are Eucalyptus, Arjun and Babool. No rare and endangered species of flora and fauna are reported along the road. Total 253 nos. trees require felling (Refer Annexure 2.2C for details) due to improvement of road, which are very small. 31.3993 hectare of forestland requires diversion. During operation more area will come under Protected Forest along the road. 2.4.3 Socio Cultural Envrionment3 The proposed road is passing through 16 settlements (Refer Annexure 2.3 A for details), 16 religious structures (Refer Annexure 2.3 B for details) and 14 educational institutions. (Refer Annexure 2.3 C for details) The road safety on / along the road is not good. The proposed Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-6 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project land use pattern along the road is predominantly Agriculture (78.11%) residential (10.94%) Commercial area (9.65%) and Industrial area (1.30%). The road safety on / along the road is not good The environment near settlements may deteriorate; Increased Stress on existing community facilities due to establishment of Labor camps, temporary disruption in access to Educational Institution, Religious Structure. The road safety during construction may deteriorate. There is no anticipated impact on Land Use pattern. During operations road safety will increase. 2.5 DHARAMKOT-KOT ISE KHAN-ZIRA-FEROZEPUR ROAD 2.5.1 Physical Resources Terrain Geology and Soil The terrain of the area is slightly undulating and forms part of Sutlej River basin. The soil type is Bet (flood plain) soil and partly desert soil. The geology consists of Quaternary alluvial deposits. Topography of the area will not be altered, as Height of embankment will not be raised The soil of the area may be impacted because of construction activities, movement of heavy vehicles and Borrow areas. Water Resources' The project road is crossing seven canals (Refer Major Issues along Annexure 2.1 A for Details). There are 6 Dharamkot-Kot Ise khan-Zira-Ferozepur ponds out of which five are used for Road discharging waste and one is being used as . Water logging/ Overtopping fishpond (Refer Annexure 2.2 B for details) and 5 hand pumps, 17 deep tube wells along . Road Safety the road. The surface water quality and . Loss of Avenue Plantation groundwater quality was monitored at Bikaner a . Walla Nalla (Canal), Village Khoohadal Singh . Impact on Religious Property and School Ferozepur-Zira Road and Hand pump at . Impact on Wastewater Ponds. Village Dharamkot. The parameter monitored was found to be within permissible limits. (Refer Annexure 2.1C for monitoring Results and Fig 2.1 for monitoring locations). The annual average rainfall along the Project road is between 400- 500 mm. The ground water table varies from 5.0 to 10.0 mbgl (Pre and Post monsoon). The area along the road and road is prone to Water logging/overtopping. During construction water quality of Surface water bodies may degrade and obstruction in flow may occur. Apart from these impacts on surface water bodies ponds along the road may be subjected to Siltation. 3 hand pumps require relocation (Refer Annexure 2.1 D for details). The problem of water logging, overtopping may increase during construction. During operation problem of overtopping and water logging will not be there and aesthetics of surface water body will be enhanced. Air Quality The air quality was monitored Near Angel Heart Convent School, Dharamkot - Ferozepur Road (Rural Area). All parameters monitored except SPM and RSPM were found to be within permissible limits. The SPM and RSPM values monitored were found to be 648 jg /m 3, 240 jig /m 3respectively. (Refer Annexure 2.1E for Air Quality Monitoring Results and Fig 2.2 for monitoring locations) The air quality may deteriorate during construction due to construction activities and fugitive emissions. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 2-7 -Baseline and Impacts Summary During operations air quality will improve due to smooth riding and uninterrupted flow of traffic. Noise Levels The noise quality as told by people is not good in urban settlements as observed and told by people. Noise levels may increase during construction phase due to construction activities and movement of heavy vehicles. During operations noise levels will come down considerably due to smooth riding and uninterrupted flow of traffic. (Refer Annexure 2.1 F for Monitoring Results and Fig 2.3 for monitoring locations). 2.5.2 Natural Environment2 Total 28,985 nos. trees are present in ROW Roadside plantation exists on intermnittent stretches along the road. Roadside plantation along the road on PWD's land has been declared as Protected Forests and attracts provision of Forest Conversation Act (1980). 39.7 ha of protected Forest exist on both sides of road. There are 19 stretches on the road without tree cover. (Refer Annexure 2.2 A for details). There are 6 stretches of Green tunnel in the road (Refer Annexure 2.2 B for details). No rare and endangered species of flora and fauna has been reported in the area. Total 380 nos. of trees require felling ((Refer Annexure 2.2C for details). 26.7353 hectare of Protected Forest will be diverted. During operation more area will be brought under Protected Forest along the road. 2.5.3 Socio Cultural Environment3 The project road is passing through 16 settlements (Refer Annexure 2.3 A for details), 12 religious structures (Refer Annexure 2.31B for details) 21 educational institutes (Refer Annexure 2.3C for details) and 9 industries exist along the road. The land use along the area is predominantly Agriculture (78.68 %), residential (10.15%), Commercial (10.83 %) and Industrial (0.34%). The road safety on/ along the road is not good. The environment near settlements may deteriorate, Increased Stress on existing community facilities due to establishment of Labor camps, temporary disruption in access to Educational Institution, Religious Structure. The road safety may worsen during construction. During operation road safety will increase. No impact is envisaged on Land Use. 2.6 IMPACT S The Summary of specific Positive and negative impacts and mitigation measures is given in Table 2.1, The Table 2.2 gives a comparative statement about the quantity of earthwork involved, quantity of reusable debris and quantity required from outside the project. The Table 2.3 gives details about the total quantity of debris to be generated, Reusable quantity and Disposal Quantity; Table 2.4 gives details about total no of trees in corridor and number of trees to be felled. The nature and magnitude of impact for each corridor is given in Table 2.5. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-8 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Table 2.1 Summary of Impacts Si. Parameter C-L-C-S N-A-R T-C-A K-F-T D-K-Z-F Total N o._ _ _ _ _ _ _ _ _ Negative Impacts 1 Hand Pumps Relocation 8 18 14 14 5 59 2 Nos of trees to be felled 131 776 66 253 380 ' 1606 3 Impact on Religious 0 1 1 0 2 4 -structures 4 Water for Construction ( Kl) 5815 6193 9840 5915 11593 39356 5 Aggregates required (cum) 137184 120748 50615 115376 299049 722972 6 Debris Disposal 32394 111583 66317 33027 31593 274916 7 Earth required (cum) 81586 79596 102731 113100 212661 589674 -Positive Impacts I Enhancement sites 33 30 42 47 48 200 A Cultural Properties 0 0 2 1 0 3 B Religious Properties 3 2 2 2 1 10 C Surface water body 2 3 3 3 3 14 Educational Institute 0 0 1 0 1 2 D Safe Access to educational 9 10 9 14 21 63 institution- E Enhancement of Bus bays 18 10 20 24 20 94 F Village gate 0 1 0 1 0 2 G Sitting Arrangement 0 1 5 2 2 10 F Vegetative Screen Barrier I 0 0 0 0 1 3 Road safety Measures A Junction Improvement 3 3 4 6 1 17 B Rotary_0 0 0 0 4 4 C Intersections 0 11 15 19 28 73 I T - 7 8 9 7 31 ii X 2 2 4 17 25 iii Y - 2 5 6 7 20 D Bus Bays 18 12 20 24 20 94 E Raised Pedestrian Crossing 4 5 5 7 11 32 F No of Curve sign 42 12 42 38 0 134 G Signages i Intersection Signs 80 56 100 84 120 440 ii No of Stop Sign 88 63 106 90 136 483 iii School Signs 2 6 8 16 24 56 iv Place Identification signs 14 18 8 16 12 68 v Speed Limit sign 28 926 24 794 vi Restriction End Signs 24 9 26 24 5 88 H Crash Barriers i Nos 4 2 1 9 4 20 ii Length (m) 600 95 330 15640 1140 1780S I Earth Quantity Saved 32393 35260 59974 27036 73761 228424 Mitigation Measures - A Silt Fencing (Nos) . - i No. 2 3 2 2 4 13 ii Metre 40 60 70 80 40 290 B Debris reuse (Quantity in 32393 35260 59974 27036 73761 228424 _ _ Cum ) _ _ _ _ _ _ _ _ _ _ C Compensatory Afforestation 17.68 17.40 18.126 23.50 13.75 90.456 (Ha) - D Net Present Value (Rs) 8132800.00 8004000.00 8337960.00 10810000.00 12650000.0 47934760 E Traffic Calrning measures 24 15 20 30 37 126 _ _ _ (N o s)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Drains (km) 33.932 12.532 13.128 16.49 22.339 98.421 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 2-9 Baseline and Impacts Summary Table 2.2 Details of Soil Required Soil Quantity (cum) No. Name of Link RReusable Debris Required Requred (Saving of Soil) from outside I Chandigarh-Landran-Chuni-Sirhind 113979 32393 81586 2 Nagar-Aur-Rahon 114856 35260 79596 3 Tarn Taran-Chabal-Attari 162705 59974 102731 4 Kapurthala-Fatehabad-Tarn Taran 139136 27036 112100 5 Dharamlkot-Kot Ise Khan-Zira-Ferozepur 286422 73761 212661 Total 817098 228424 588674 Table 2.3 Details of Debris in the Project Si. Quantity of Debris (cum) No. Name of Link Total Reusable Disposal I Chandigarh - Landran - Chunni - Sirhind 64787 32393 32394 2 Nagar Aur Rahon 146843 35260 111583 3 Tarn Taran Chabal Attari 126291 59974 66317 4 Kapurthala Tarn Taran 60063 27036 33027 5 Dharamkot - Zira - Ferozepur 105354 73761 31593 Total 503338 228424 274914 Table 2.4 Details of Impact on Trees Si. Quantity of Trees (Nos.) No. Name of Link Total To be felled % Age felling 1 Chandigarh - Landran - Chunni - Sirhind 14705 131 0.89 2 Nagar Aur Rahon 10090 776 7.69 3 Tarn Taran Chabal Attari 17726 66 0.37 4 Kapurthala Tarn Taran 18849 253 1.34 5 Dharamkot-Zira- Ferozepur 28985 380 1.31 Total 90355 1606 0.018 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2- 10 m - ------ - m - ------ --- Table 2.1: Impact Matrix SL-.-Magnutude Nature No. Activity Mag nitueReversible Ireversible NuPositive Negative Direct Indirect Low Medium High Long Term Short Term PRE CONSTRUCTION STAGE 1 Land Acquistion e 2 Relocation of Common Utilities and Common Property Resources / / / 3 Relocation of Affected Properties V 4 Construction Camps and Storage Areas / / S Disposal Locations . 6 Borrow Areas / 7 Quarries / v 8 Hot Mix / Cement Batching Plant 9 Temporary Acquistion of Land - 10 Arrangement for Construction Water L V 11 Arrangement of Labor / CONSTRUCTION STAGE 1 Clearing of Site | V / | / 2 Felling of Trees v / 3 Disposal of Debris / VI lllll 4 Stripping, Stacking and Preservation of Top Soil l / 5 Borrow Areas operation / l| 6 QuarTy Area Operation / V l / 7 Traffic Management During Construction | / 8 Operation of Hot Mix Plant/ Cement Batching Plant / | 9 Labor Camp V' | 10 Construction of Road I V / V "' / V 1 Maintenance of Cross Drainage and Longitudinal Drains VI / |l / ll 12 Use of Construction Water / V I l l 13 Rehabilitation of Borrow Areas/ Quarry/ Disposal location V l____ 14 Clean up Operation, Restoration and Rehabilitation of Sites | / | |_ _| 15 Plantation V / | | / / Note: Categration of Low Medium High has been done on recommendation of CES Screening Report 2-11 Baseline and Impacts Summary 2.7 PUBLIC CONSULTATION Public participation and community consultation has been taken up as an integral part of social and environmental assessment process of the Project. Public participation has been viewed as a continuous two way process, involving promotion of public understanding of the processes and mechanisms through which developmental problems and needs are investigated and solved. Consultation was used as a tool to inform and educate stakeholders about the proposed action both before and after the development decisions were made. It assisted in identification of the problems associated with the project as well as the needs of the population likely to be impacted. This participatory process enabled the participation of the local people in the decision making process. The involvement of the various stakeholders ensured that the affected population and other stakeholders are informed, consulted and allowed to participate at various stages of project preparation Public consultation has been carried out in this Project with the objectives of minimising probable adverse impacts of the project through alternate design solutions (alignment and cross-sectional) and to achieve speedy implementation of the project through bringing awareness amongst the community on the benefits of the project. The public consultation has been taken up as an integral part of social and environmental assessment process for this project. The methodology followed for consultation is as follows: * Identification of Stakeholders * First Stage consultation * Second Stage consultation Identification of Stakeholders Stakeholder identification was done by examining the potential impacts of the project in terms of following: * Project affected people / government organization * Agencies responsible for impact management After systematic analysis the following major groups of stakeholders were identified: * Local people that include local residents, shopkeepers, farmers & businessmen * Local bodies like Village Panchayats, Municipalities, Gurudwara Committees etc. * Selected government agencies e.g. > Public Works Department (PWD) > State Forest Department > State Irrigation Department > State Agricultural Department > State Tourism Department > State Archeological Department > Punjab State Electricity Board > State Transport Department > Railways * Project Affected Persons (PAPs) i.e. peoples likely to be affected e.g. owners of the roadside houses, shops & other establishments like schools, colleges, hospitals, temples etc. Details of Affect Persons of the project road is given Table 2.6 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 - 12 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project Table 2.6: Project Affected Persons Si No of Public No of No. of Women No. Name of Road Consultation Participants Participants I Chandigarh-Landran-Chunni-Sirhind 6 114 9 2 Nagar-Aur-Rahon 4 41 8 3 Tam Taran-Chabal-Attari 91 13 4 Kapurthala-Fatehabad-Tam Taran 6 115 49 5 Dharamkot-Kot Ise Khan-Zira-Ferozepur 5 77 3 TOTAL 25 438 82 Approach to Consultation Consultation with the community and their involvement in different stages of project planning and implementation is often used as a tool to inform and educate the stakeholders about the proposed action both, before and after the development decisions have been made. The consultations were carried out on the basis of a set of guidelines prepared for the project, A leaflet was designed in Punjabi covering brief notes on the project, agencies involved, the need for public participation, etc. In the end, an invitation specifying date, time and venue Poster Displaying Date, Time and Places of the meeting was attached (see photo). A sample of of Public Consultation along corridor Punjabi and English version of the leaflet used in the public consultation programme is attached to this report as Annexure 1.6 and an information document circulated with maps showing the project corridors is attached as Annexure 1.7. All the meetings were organised in collaboration with the PRBDB, Village Panchayat members and the anticipated participants. In all meetings road drawings, cross sections and maps were shown to the people so that they can gather a better picture. During consultation, an attempt was made to provide information about PSRSP in an appropriate form and timely manner. First Stage Consultation The detailed consultation was carried out at the initial stages of the design where the stakeholders were disseminated the information about Project Component and their views were solicited about the project, various alternatives their problems and solution if available were solicited. Second Stage Consultation The second stage consultation was carried out with an objective of informing the stakeholder about: * Final Design details * Suggestion given by stakeholders during first tier consultation addressed in design * Suggestion given by stakeholders during first tier consultation which could not be addressed in design and reasons thereof The following methodology was adopted for carrying out first stage consultation. Interview Survey In order to access the existing environment and likely impacts on PAPs, an interview survey has been carried out. Numbers of people along the project, who are likely to be Finalc Report VolumPle I'-A: Enviromnent Assessment andt Manacigement Plan (Rehabilitation Coomponent) 2- 13 lI I I I I I I l l Baseline and Impacts Summary affected due to the present activity, have been interviewed. A common approach is to interview a representative sample of affected people and ask a predefined set of questions, with a response recoded in a standard form. Precaution has been exercised during the survey to ensure that the sample interviewed is truly representative of the affected groups and the questions are worded so as not to generate a bias response. Photo 1 and Photo 2 shows the discussion with representative people on various environmental issues. I4 1B : U/ + e. Photo 1: Public Consultation at Chunni Photo 1: Public Consultation at Mandbu-Mundichhena Public consultations were done at Malerkotla at km 45.000, Singhara, Dhuri at km 61.40, Bardwala Village (Babanpur Canal) and Sangrur at km 77.250. Consultations were held with various stakeholders like truck drivers, residents, shop owners, village sarpanch, labourers and sweepers. Local / Village Level Consultations These consultations were held in rural, suburban and urban areas along the corridor of impact of the project road to inform people about the purpose and preliminary design of the project. Such consultations provided a means to get the opinion of the people and their issues of concem. Village/local level consultations were held at selected locations. The consultation sessions are proposed to be continued during the implementation and monitoring stages of the project. Focus Group Discussions (FGDs) Focus group discussions (FGDs) were FR, used as an effective tool in the public - 8 'i participation process. The FGDs were L. held at selected locations to understand J , the implication of the project impacts on E - various groups, especially those with a distinct degree of vulnerability. Photo 3 shows the discussion with representative people Photo 3: Public Consultation at Landran The stakeholders discussion involved various issues concerned with the project. The issues discussed with various stakeholders is given in Table 2.7 as below: Table 2.7: Issues Discussed during Stakeholders Consultation I Provision of signages and traffic 2 Parking Facilities calming measures 3 Improvements of Junctions and 4 Provision of Bus stops Intersections Final Report l'olume IV-A. Environment Assessment and Management Plan (Rehabilitation Compoaientu 2 - 14 I I i i I I I ! I I Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project 5 Street Light in Urban area 6 Provision of Footpaths in urban areas 7 Service Roads 8 Road improvement within Right of way 9 Enhancement of religious 10 Maintaining the height of embankment at structures same level 11 Roadside drainage 12 Provision of Pedestrian Crossings 13 Covered drains in urban areas I Issues Addressed in Design 1 Road Signages provided and traffic 2 Junctions and Intersections improved calming measures provided. 3 Provision of Bus stops , Bus 4 Street Light in Urban area provided laybyes 5 Provision of Footpaths in urban 6 Road improvement done within Right of way areas 7 Enhancement of religious 8 The height of embankment has been structures and crematorium has maintained at same level except at been suggested in Environment approaches where new bridge is being Management Plan constructed that too by 0.2 to 0.3 m 9 Roadside drainage provided 10 Raised Pedestrian Crossing provided. 11 Covered drains in urban areas provided The Public Consultation were carried out at 25 locations, the corridor wise no of consultation is given below (For details Refer Annexure 2.4). I ~*0 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2 - 15 I I i i I I- JAMMU AND ^ KASHMIR , ~F PAKISTAN 2 i U A UHIMACHAL Apll. s\ PRADESH ~ \gRa Trth) H I P U Ri \ oup,t Ma - hl- r j 'A,5, PAKISTAN kN 'dpu t=ROi;;r A PhamkrS t LUDHIAA/ ahi I k M. ~ JagB~ Ot( P A P BarB -,mu I.K 'F Z M ~ Bh.Id,n. 'oi Ntl Phi .N RU g SAR - B HDA Dia 3 M P.Bh.- 6 10 Bh-Rampop ttalua - -\s - , BAhN -.. Bhnl - Bhn,to 1< haaa* RAJASTHAN - il Jhfl - 8O -\ -t - I - Legend Sandu *2 =:::7: National Highway HARYANA State Highway Other Roads Roads Under Study - International Boundary Roads under Feasibility Study (1316 km) - - - - -- State Boundagy ---- -- -- Distrte Boundary @ Ground Water Sampling Locations ------ ------ District Boundary Railway Line A Surface Water Sampling Locations River Figure-2.1 Water Quality Monitoring Locations I I I I I I I I I I i I i I I JAMMU AND ^ --KASHMIR ./ I ' I I ~PAKISTAN |. U A UR HIMACHAL J,Ajnaa. \m;\ PRADESH \Un IT IPAKISTAN JgJ 1, ,rGARH ; - halkolan Sik-ndo/Wral a d d Mauo ___ Gu. B f a t AL Leen : ad, Bogno ZP PhlBodna 'oi NUOO 1 an aTp * B Bighway Othero Rod - Shown~ R ~onoad unde study IN----- - BhumaeBudr - - - D itaicwBondariAbien A i QultHonitorng Sain RAJASTHAN Legend Sru National HighwayHAYN - ~State Highway Other Roads -- - Roads under study - - International Boundary Roads under Feasibility Study (1316 kmn) 7 7- State Boundary -------District Boundary Ambient Air Quality Monitoring Stations ......iiiii Railway Line Piver | Figure-2.2 Air Quality Monitoring Locations l I I I I I I I I I iiI I- JAMMU AND PAKISTAN ; URDASPUR A .t ( ...'MUKTS hr INana - 3 , r aiin Shnop\ e ol, - - ae' - | .H hul IACHAL Ajnaa>;;;; lheuasaH \ ' \PRADESH -~ ~ -15Ben,e~a U Lldaa S ARamh - B HIAR HIRPR D Mal hal l edi, PAKISTAN Malankn roIGGARH : 1- ni - U Rhun_ nr 1 r mj,w - SGher RaJpuTnaend 58 5=% g ~ i > 0 , Heneing/ RAJASTHAN '(>, Legend:- S , =@= ~~~National Highway J ¢HAYN State Highway > ' -Other Roads Roads Under Study -- - International Boundary Roads under Feasibility Study (1316 kin) - ----State Boundary - -----District Boundary * Noise Monitoring Stations Railway Line River Figure-2.3 Noise Monitoring Locations I I lI I I I l l l TI I I Environmental Management Plan I I I I I I I I I I I I I I3 l i Ii i i I i i i I I i I i I I i i i i Ii i i Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project 3. ENVIRONMENT MANAGEMENT PLAN A description of the various management measures suggested during different stages of project is provided in Part A Table 3.1 and in Part B Table 3.2 management measures exclusively for bridge has been provided, these management measures are over and above those provided in Part A table 3.1 for bridge construction. 3.1 PRE-CONSTRUCTION STAGE 3.1.1 Pre-construction activities by CMU Prior to the contractor mobilization, the CNIU will ensure that an encumbrance free Corridor of Impact is handed over to enable the start of construction. Clearance involves the following activities: Forest Clearance for Diversion of Protected Forest along the road and permission for felling of tree. Relocation of common property resources and community assets like telephone poles, electric poles, water supply lines, sewer lines, manholes and hand pumps will be impacted because at few places the road is of Intermediate Lane and is being upgraded to Two-lane carriageway. At many places hand pumps are in ROW, which needs relocation where widening/Earthen/Hard Shoulder is proposed. Hand Pumps will be relocated in consultation with local community and as per hand pump relocation enhancement drawing provided in EMP. Relocation of Religious Property in consultation with the Community. Religious properties, which require relocations, are roadside temples with no structures, Dargah have been saved by restricting ROW. The details along with photograph have been provided in Annexure 2.3 D. * Modification (if any), of the contract documents by the "Engineer". The engineer will review the contract document Viz a Viz Site and modify the contract document if required. * Part of Joint field verification of Environment Management Plan for addition/ deletion/alteration of Enhancement Measures, measures to save trees to be carried out jointly by EO PRBDB, EO Technical Assistance consultant, Designated Environment Officer of Contractor. 3 Participation in Public Consultation Preparation of monthly status report/ Summary sheet for submission to EO PRBDB * Verification of Monthly reporting by Contractor 3.1.2 Pre-construction Activities by Contractor Pre-construction stage involves mobilisation of the contractor and the activities undertaken by the contractor pertaining to the planning of logistics and site preparation necessary for commencing construction activities. The activities include: Part of Joint field verification of Environment Management Plan for addition/ deletion/alteration of Enhancement Measures, measures to save trees to be carried out jointly by EO PRBDB, EO Technical Assistance consultant, Designated Environment Officer of CMU. Contractor will select and finalize borrow area and quarry locations Identification and selection of material sources (quarry and borrow material, water, sand etc). Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 3-1 Environment Management Plan Permission for opening up of borrow areas. Identification of debris disposal sites. Procurement of construction equipment / machinery such as crushers, hot mix plants, batching plants and other construction equipment and machinery. Selection, design and layout of construction areas, hot mix and batching plants, labour camps etc. Apply, obtain and submit to "EO PRBDB" through CMU all the necessary clearances from the concerned agencies. Planning traffic diversions and detours including arrangements for temporary land acquisition. Arrangement for temporary land The following plans are required to be prepared by Contractor and to obtain the approval from 'EO PRBDB'. > Labour Camp Plan ' Lay out Plan of Hot Mix/ Batching Plants > Comprehensive Waste Disposal Solid waste Management Plan )' Detailed Traffic Control Plans > Comprehensive Quarry Re Development Plan in case he opens a new quarry otherwise in case of existing quarry "Engineer" has to ascertain that quarry from where material is obtained has all valid licences and permits to operate. > Construction Safety Plan > Site Restoration Plan 3.2 CONSTRUCTION STAGE 3.2.1 Construction Activities by the Contractor Construction stage is the most crucial stage in terms of activities that require careful management to avoid environmental impacts. There are several other environmental issues that have been addressed as part of good engineering practices, the costs for which has been accounted for in the Engineering Costs and separately in Environment Budget. The activities include the following Site Clearance • Disposal of Debris * Stripping, Stocking and Preservation of Top Soil * Procurement of Construction Material (Earth and Quarry) * Provision of roadside drainage, provision of cross drainage structures etc. * Traffic management during Construction. * Pollution Monitoring at Hot Mix Plant sites, Cement plant batching Sites, Labour camps. 3.2.2 Construction Activities by the CMU The CMU shall be involved in the smooth execution of the project and assisting the contractor during this phase. Their work shall include but not limited to: Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 -2 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project Supervision and Monitoring of EMP compliance by the contractor and Environment Engineer of Technical Assistance Contractor. Promoting adoption of good Environmental and Engineering practices * Arrangement of plantation through the Forest Department (Refer Guidelines 12). Facilitate Arrangement of training to the contractor and other stakeholders including workshops and on site training. Carry out monitoring along the road at locations given in EMP and detailed in Chapter 5 Monitoring Measures. * Preparation of Summary Sheet and Submission to PRBDB. 3.3 OPERATION STAGE The operational stage involves the following activities by CMU; * Monitoring of environmental conditions through approved monitoring agency as detailed in Chapter 5 Monitoring Measures. * Monitoring of operational performance of the various mitigation/enhancement measures carried out as detailed in Chapter 5 Monitoring Measures. * Completion and monitoring of the plantation along the corridor. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 -3 I gI I I I Environmental Management Plan I (General) I 3 I I I I I I I I I 3 I I I I I I Environment Management Plan Table 3.1: Environment Management Plan (General) PRE-CONSTRUCTION STAGE Pre-construction activities by Construction Management Unit (PRBDB)/ Contractor The acquisition of land and private properties will be carried out in accordance with the RAP and entitlement framework for the project. CMU (PRBDB), P.1 Land Acquisition PRBDB has to ascertain that any additional environmental impacts CollaboratRng "EO PRBDB" resulting from acquisition of land in post design phase are addressed Agencies and integrated into the EMP and relevant contract agreement. All efforts will be made to preserve trees including evaluation of minor Clause No. 201.2 design adjustments/alternatives to save trees. Specific attention will be MORT&H given for protecting giant trees, green tunnels and locally important Specifications for Road and trees (religiously important etc.). Bridge works Tree cutting if required (Refer Annexure 2.2 C for the list of trees in COI) is to proceed only after all the legal requirements including attaining of In-principle and Formal Clearances from the Forest Dept./DoEF/MoEF are completed and subsequently a written order is issued to the Contractor. CMU (PRBDB), P.2 Preservation of Trees Particular species declared as 'protected' by the State's Forest Dept. in Forest Department, "EO PRBDB" the private land will be felled only after due clearance from the Forest MoEF Contractor Dept. is obtained. In the event of design changes during the construction stages additional assessments including the possibility to save trees shall be made by the PRBDB/PWD. Stacking, transport and storage of the wood will be done as per the relevant norms. Systematic corridor level documentation for the trees cut and those saved will be maintained by the CMU. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 -4 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project The PRBDB shall organize orientation sessions and regular training Orientation of sessions during all stages of the project. This shall include on-site Environment officer of P.3 Implementing Agency and training (general as well as in the specific context of a sub-project). PRBDB PRBDB Contractors These sessions shall involve all staff of Environmental Cells, field level implementation staff of CMU and contractors. All community utilities and properties i.e., water supply lines, sewer RAP lines, electricity lines will be relocated before construction starts, on any section of the project corridor. The PRBDB will relocate these properties in consultation and written agreement with the agency/ Relocation of Community owner/community. CMU (PRBDB), P.4 Utilities and Common All other community property resources within the corridor of impact Concerned Agencies, "EO PRBDB" Property Resources such as hand pumps, tubewells etc. be relocated before the start of Contractor work. (Refer Annexure 2. 1D List of Affected Hand Pump) Environmental considerations with suitable/required actions including health and hygiene aspects will be kept in mind while relocating all community utilities and resources. All religious property resources such as temples, (List attached RAP Annexure 2.3D) within the corridor of Impact project area will be relocated. Sites for the relocation of these religious structures will be identified in P.5 Cultural and Religious accordance with the choice of the community. The NGO and CMU in CMU (PRBDB), "EO PRBDB" . Properties consultation with local people will finalize design of these temples. Contractor The entire process (i.e. selection of relocation sites and designs) will be under supervision of "EO, PRBDB / PWD through the Engineer'. The relocation will be completed before the construction starts in these sites. Pre-construction activities by the Contractor/Environiment Officer of CMU (PRBDB) P.6 Field Verification and Modification of the Contract Documents The Environment officer of PRBDB and the Contractor will carry out Engineer/Contractor/ P.6.1 Joint Field Verification joint field verification to ascertain any possibilities of saving trees, Environment officer of PRBDB environmental and community resources. CMU (PRBDB) The verification exercise should assess the need for additional Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3-5 m m m m m m m - m m --- m Environment Management Plan protection measures or changes in design/scale/nature of protection measures including the efficacy of enhancement measures suggested in the EMP. Proper documentation and justifications/reasons shall be maintained in all such cases where deviation from the original EMP is -_ proposed. Assessment of Impacts due The Environment officer of PRBDB will assess impacts and P.6.2 to revise/modify the EMP and other required sections of the project Engieer/Contractor/ Changes/Revisions/Additio document/s in the event of changes/revisions (including addition or Environment officer of EO PRBDB ns in the Project Work deletion) in the project's scope of work. Hot mix plants and batching plants will be sited sufficiently away from Clause No. 111.50 settlements and agricultural operations or any commercial MORT&H establishments. Such plants will be located at least 1000 m away from Specifications for Road and the nearest village/settlement preferably in the downwind direction. Bridge works The Contractor shall submit a detailed layout plan for all such sites and Air (P&CP) approval of Environment officer of PRBDB shall be necessary prior to Act 1981 their establishment. Crushers, hot-mixplants Arrangements to control dust pollution through provision of Engineer, EO P.6.3 hotmn windscreens, sprinklers, dust encapsulation will have to be provided at Contractor PRBDB and EO P.6.3 and Batch miix Plants all such sites. TAC Location Specifications of crushers, hot mix plants and batching plants will comply with the requirements of the relevant current emission control legislations and Consent/NOC for all such plants shall be submitted to the 'EO, PWD/PRBDB through the Engineer'. The Contractor shall not initiate plants operation till the required legal clearances are obtained and submitted to the Environment Expert, PRBDBIPWD and the engineer will ensure that the regulatory and legal requirements are being complied with. All vehicles, equipment and machinery to be procured for construction Central Motor and Vehicle th Construction will confirm to the relevant Bureau of India Standard (BIS) norms. The Act 1988 Ot.4 Vhicer,Eupmnn discharge standards promulgated under the Environment Protection EP Act 1986 Contractor Engineer P.6.4 Mchineny Act, 1986 will be strictly adhered to. Noise Rules 2002 Noise limits for construction equipments to be procured such as I compactors, rollers, front loaders concrete mixers, cranes (moveable), I Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3-6 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project vibrators and saws will not exceed 75 dB (A), measured at one meter from the edge of the equipment in free field, as specified in the Environment (Protection) Rules, 1986. The Contractor shall maintain a record of PUC for all vehicles and machinery used during the contract period, which shall be produced for EO, PRBDB/ PWD's Verification whenever required. Mobile equipment shall be placed at least 100 mt from the nearest dwelling - P.7 Identification and Selection of Material Sources Finalizing borrows areas for borrowing earth and all logistic Clause No. 111.2 & 305.2.2 arrangements as well as compliance to environmental requirements, as MORT&H applicable, will be the sole responsibility of the contractor. Specifications for Road and The Contractor will not start borrowing earth from select borrow area Bridge works until the formal agreement is signed between landowner and contractor Guidelines V (Borrow Area and a copy is submitted to the 'EO, PWD/ PRBDB through the Management) Engineer' Locations finalized by the contractor shall be reported to the CMU and who will in turn report to 'EO PWD/ PRBDB'. The location of borrow areas should be in accordance with the guidelines.. Engineer,EO P.7.1 Borrow Areas Planning of haul roads for accessing borrows materials will be Contractor PRBDB and EQ undertaken during this stage. The haul roads shall be routed to avoid TAC agricultural areas as far as possible (in case such a land is disturbed, the Contractor will rehabilitate it and will use the existing village roads wherever available. In addition to testing for the quality of borrow materials by the CMU or through its agencies, the 'EO of PRBDB / PWD will be required to inspect every borrow area location prior to approval and will make sure such site is as per IRC guidelines, Guidelines attached and environment friendly. Format for reporting will be as per the Reporting Format for Borrow Area and will include a reference map. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3-7 Environment Management Plan Contractor will finalize the quarry for procurement of construction Clause No. 111.3 materials after assessment of the availability of sufficient materials, MORT&H quality and other logistic arrangements from the quarries. Details of Specifications for Road and quarnies identified by the DPR Consultants are given in . Bridge works In such a case, the contractor will ensure that the quarry has all valid Guidelines VI Management licences and permissions to carry out the operations from concerned of Quarries authorities and that these are submitted to EO, PRBDB / PWD and the Resident Engineer prior to initiation of site work. P.7.2 Quarry This should be ensured that quarry has all valid licences and Contractor Engineer permissions to carry out operations as per laws In case the contractor decides to open a new quarry, he will procure necessary permission for procurement of materials from Mining Department, District Administration and State Pollution Control Board and Shall submit a copy of the approval and the rehabilitation plan to the EO, PRBDB/ PWD and CMU through the Resident Engineer, Contractor will also work out haul road network and report to Engineer". He will inspect and in turn report to turn. (Refer The contractor will use ground water as a source of water for the Clause No. 1010 construction. MORT&H The contractor can set up the own bore well facility for construction Specifications for Road and work or can have contract agreement with the owner of deep tubewells Bridge works subject to the suitability of water for use in construction work. EP Act 1986 Contractor can use the ponds, which are not in use by community or identified to fill up for the project, but in that case, before using any Argpond water contractor will obtain written consent from the owner and P.7.3 Arrangement for submit then to CMU. Contractor Engineer To avoid disruption/disturbance to other water users, the contractor will extract water from fixed locations and consult the Environment officer of PRBDB before finalizing the locations. The Contractor will provide a list of locations and type of sources from where water for construction will be used. The contractor will not be allowed to pump from any irrigation canal and surface water bodies used by community. The contractor will need to comply with the requirements of the State I Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3-8 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Ground Water Department and seek their approval for doing so and submit copies of the permission to CMU. F Special Conditions of P.8 Labor Requirements The contractor preferably will use unskilled labor drawn from local Contract Section-3 Contractor Engineer communities to give the maximum benefit to the local community. Volume-I Conditions of Contract, Biding Document Siting of the construction camps will be as per the instructions below Guidelines 11 for siting and for Siting and layout of construction camp. Locations identified by the Layout of construction contractor will be reported as per format given. camp Construction camps will not be proposed within 500 m from the nearest settlements to avoid conflicts and stress over the infrastructure Construction Camp facilities with the local community. Locations - Location for stockyards for construction materials will be identified at Engineer,EO P.9 least 1000 m from watercourses. Contractor PRBDB and EO out The waste disposal and sewage system for the camp will be designed, TAC built and operated such that no odor is generated. Unless otherwise arranged by the local sanitary authority, arrangements for disposal of night soils (human excreta) suitably approved by the local medical health or municipal authorities or as directed by Environment officer of PRBDB will have to be provided by the contractor. The contractor as per prevalent rules will carry out negotiations with the landowners for obtaining their consent for temporary use of lands P. 10 Arrangements for for construction sites/hot mix plants/traffic detours/borrow areas etc. Contractor Engineer Requirement The Environment officer will be required to ensure that the clearing up of the site prior to handing over to the owner (after construction or completion of the activity) is included in the contract. The contractor will organize at least 2 implementation information Implementation Information meetings in the vicinity of Project Site ( minimum one in each section ) Engineer, EO P.l Meetings for general public to consult and inform people about his plans Contractor PRBDBandEO covering overall construction schedule , safety, use of local resources ( TAC such as earth, water ), traffic safety and management plans of debris I Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 -9 mm" - - m - m m m m m m m m Environment Management Plan disposal, drainage protection, canal training work during construction, pollution abetment and other plans, measures to minimize disruptions, damage and inconvenience to roadside users and people along the road. The first Implementation information meeting be conducted within four weeks of mobilization. The people should be informed about the date, time and venue at least 7 days prior to the meetings. Public shall be informed about the meeting through display of posters at the prominent places (panchayat offices, Offices of Market committees, Notice board of religious places etc.) and distribution of pamphlets along roadside communities or in any manner deemed fit. The contractor will maintain a channel of communication with the communities through his designated Environment and Safety Officer to address any concem or grievances. Periodic meetings will also be conducted the construction period to take feedback from communities or their representatives to ensure minimum disturbances. The mechanism and contents for disclosure shall be approved by "EO PRBDB" prior to the meetings. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 10 Environment Management Plan Table 3.1: Environment Management Plan (General) CONSTRUCTION STAGE Activities to be Carried Out by the Contractor C.1 Site Clearance Vegetation will be removed from the construction zone before commencement of Clause No. 201 MORT&H construction. All works will be carried out such that the damage or disruption to Specifications for Road and flora other than those identified for cutting is minimum. Bridge works Only ground cover/shrubs that impinge directly on the permanent works or necessary temporary works will be removed with prior approval from the Guidelines III for Site Engineer, EO C. 1.1 Clearing and Grubbing " Engineer". Clearance Contractor PRBDB and EO The Contractor under any circumstances will not cut trees other then those identified TAC for cutting and for which he has received written instructions from the CMU. The CMU will issue these instructions only after receiving all stages of Clearances from the forest Department/ MoEF. Vegetation only with girth of over 30 cm will be considered as trees and shall be compensated, in the event of PRBDB's instruction to undertake tree cutting. Debris generated due to the dismantling of the existing road will be suitably reused Clause No. 201.4 MORT&H Contractor in the proposed construction, subject to the suitability of the materials and approval Specifications for Road and of the ' Engineer' as follows: Bridge works > The sub grade of the existing pavement shall be used as embankment fill material. Guidelines IV for Disposal > The existing base and sub-base material shall be recycled as sub-base of the haul Site Management Engineer, EO Disposal of Debris from road or access roads PRBDB and EO C. 1.2 dismantling structures and road surface > The existing bitumen surface may be utilized for the paving of cross roads, TAC access roads and paving works in construction sites and campus, temporary traffic diversions, haulage routes etc. The contractor shall identify disposal sites. The identified locations will be reported to the Environment officer. These locations will be checked on site and accordingly approved by "Engineer" prior to any disposal of waste materials. At locations identified for disposal of residual bituminous wastes, the disposal will Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3- 11 m --- - - --- - - - -- - - - -- - Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project I.. be carried out over a 60 mm thick layer of rammed clay so as to eliminate the possibility of leaching of wastes into the ground water. The contractor will ensure that the surface area of such disposal pits is covered with a layer of soil. All arrangements for transportation during construction including provision, maintenance, dismantling and clearing debris, will be considered incidental to the work and will be planned and implemented by the contractor as approved and directed by the ' Engineer'. The pre-designed disposal locations will be a part of Comprehensive Solid Waste Management Plan to be prepared by Contractor in consultation and with approval of "Engineer". The pre-identified disposal locations will be a part of Comprehensive Waste Clause No. 201.4 MORT&H Disposal Solid Waste Management Plan to be prepared by the Contractor and Specifications for Road and approved by the "Engineer". Location of disposal sites will be finalized prior to initiation of works on any particular section of the road. The "Engineer" will Brdge works approve these disposal sites after conducting a joint inspection on the site with the Guidelines IV for Disposal Contractor. Site Management Contractor will ensure that any spoils of material unsuitable for embankment fill will not be disposed off near any water course, agricultural land, and natural habitat like Engineer, EO C.1.3 Other Construction Wastes grass lands or pastures. Such spoils from excavation can be used to reclaim borrow Contractor PRBDB and EO Disposal pits and low-lying areas located in barren lands along the project conidors (if so TAC desired by the owner/community and approved by the "Engineer"). Non-bituminous wastes other than fly ash may be dumped in borrow pits (preferably located in barren lands) covered with a layer of the soil. No new disposal site shall be created as part of the project, except with prior approval of the 'Engineer'. All waste materials will be completely disposed and the site will be fully cleaned and certified by Environment officer before handing over. The contractor at its cost shall resolve any claim, arising out of waste disposal or any non-compliance that may arise on account of lack of action on his part. The topsoil from all areas of cutting and all areas to be permanently covered will be Clause No. 301.3.2 stripped to a specified depth of 150 mm and stored in stockpiles. A portion of the MORT&H Engineer, EO C.1.4 Stripping, stocking and temporarily acquired area and/or Right of Way will be earmarked for storing topsoil. Specifications for Road and Contractor PRBDB and EO preservation of top soil The locations for stock piling will be pre-identified in consultation and with Bridge works TAC approval of "Engineer". The following precautionary measures will be taken to preserve them till they are used: Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 12 Environment Management Plan (a) Stockpile will be designed such that the slope does not exceed 1:2 (vertical to horizontal), and height of the pile is restricted to 2 m. To retain soil and to allow percolation of water, silt fencing will protect the edges of the pile. (b) Stockpiles will not be surcharged or otherwise loaded and multiple handling will be kept to a minimum to ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or vegetation. (c) It will be ensured by the contractor that the topsoil will not be unnecessarily trafficked either before stripping or when in stockpiles. Such stockpiled topsoil will be utilized for - > Covering all disturbed areas including borrow areas only in case where these are to be rehabilitated as farmlands. > top dressing of the road embankment and fill slopes > filling up of tree pits, in the median and > in the agricultural fields of farmers, acquired temporarily. Residual topsoil, if there is any will be utilized for the plantation at side of the main carriageway. The contractor will provide safe and convenient passage for vehicles, pedestrians and livestock to and from roadsides and property accesses connecting the project Engineer, EO C 1.5 Accessibilit road, providing temporary connecting road. Contractor PRBDB and EO . . Y The contractor will also ensure that the work on / at before existing accesses will not TAC be undertaken without providing adequate provisions and to the prior satisfaction of Environment officer. Temporary traffic diversion plan will be prepared by the contractor and approved by Clause No. 112 MORT&H the 'Engineer'. Specifications for Road and Temporary diversions will be constructed after receipt of approval from concemed Bridge works authorities and under supervision of the 'Engineer' Detailed Traffic Control Plans will be prepared and submitted to the 'Engineer ' for IRC: SP: 55 Engineer, EO C. 1.6 Planning for Traffic approval, seven days prior to commencement of works on any section of road. The Guidelines VII for Traffic Contractor PRBDB and EO Diversions and Detours traffic control plans shall contain details of diversions; traffic safety arrangements Management During TAC during construction; safety measures for nighttime traffic and precautions for transportation of hazardous materials. Traffic control plans shall be prepared in line Construction with requirements of IRC's SP 55 document'. The Contractor will ensure that the diversion/detour is always maintained in running condition, particularly during the monsoon to avoid disruption to traffic flow. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 13 - m m - - m - - --- m -- Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project The contractor will also inform local community of changes to traffic routes, conditions and pedestrian acccss arrangements with assistanc~e from "Engineer". The temporary traffic detours will be kept free of dust by sprinkling of water three times a day and as required under specific conditions (depending on weather conditions, construction in the settlement areas and volume of traffic). C.2 Procurement of Construction Material No borrow area will be opened without permission of the 'Engineer'. The location, Clause No. 305.2.2 shape and size of the designated borrow areas will be as approved by the 'Engineer' MORT&H and in accordance to the IRC recommended practice for borrow pits for road Specifications for Road and embankments (IRC 10: 1961). The borrowing operations will be carried out as specified in the guidelines for siting and operation of borrow areas. Bridge works The unpaved surfaces used for the haulage of borrow materials, if passing through Guidelines V for Borrow the settlement areas or habitations; will be maintained dust free by the contractor. Areas Management Engineer, EO C.2.1 Earth from Borrow Areas Sprinkling of water will be carried out at least twice a day in the settlement areas to Contractor PRBDB and EO .2. for Construction control dust along such roads during their period of use. TAC During dry seasons (winter and summer) frequency of water sprinkling will be increased in the settlement areas and 'Engineer' will decide the frequency of sprinkling depending on the local requirements. Contractor will rehabilitate the borrow areas as soon as borrowing is over from a particular borrow area in accordance with the Guidelines for Redevelopment of Borrow Areas (Refer Annexure). The final rehabilitation plans will be approved by the 'EO of PRBDB/ PWD. The contractor shall obtain materials from new quarries only after the consent of the Clause No. 111.3 MORT&H Department of mining / PPCB/ District administration or will use the existing Specifications for Road and approved sources of such materials. Copies of consent/ approval / rehabilitation plan Se ifao forRd for opening a new quarry or use of an existing source will be submitted to ' EO Brdge works Engineer, EO C.2.2 Quarry Operations PRBDB / PWD through ' Engineer'. Guidelines VI for Quarry Contractor PRBDB and EO The contractor will develop a Comprehensive Quarry Redevelopment plan, as per Areas Management TAC the Mining Rules of the state and submit a copy of the approval and this plan to EO PRBDB through the 'Engineer' prior to opening of the quarry site. The quarry operations will be undertaken within the rules and regulations in force in the state. C.2.3 Transporting Construction Contractor will maintain all roads (existing or built for the project), which are used Contractor Engineer, EO Materials and Haul Road for transporting construction materials, equipment and machineries as precised. All PRBDB and EO Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 14 Environment Management Plan Management vehicles delivering fine materials to the site will bc covered to avoid spillagc of TAC materials. All existing highways and roads used by vehicles of the contractor or any of his sub- contractor or suppliers of materials and similarly roads, which are part of the works, will be kept clear of all dusUmud or other extraneous materials dropped by such vehicles. Contractor will arrange for regular water sprinkling as necessary for dust suppression of all such roads and surfaces. The unloading of materials at construction sites in/close to settlements will be restricted to daytime only. Contractor will arrange adequate supply and storage of water for the whole Clause No. 1010 EP construction period at his own costs. The Contractor will submit a list of source/s Act 1986 MORT&H from where water will be used for the project to EO PRBDB through the ' Specifications for Road and Engineer'. S ficto forRd C.24 ConsructonWThe contractor will source the requirement of water preferentially from ground water BridgeContractor Engineer C.2.4 Construction Water but with prior permission from the Ground Water Board. A copy of the permission will be submitted to EO PRBDB through the ' Engineer' prior to initiation of construction. (If Applicable). The contractor will take all precaution to minimize the wastage of water in the construction process/ operation. C.3 Construction Work While working across or close to any perennial water bodies, contractor will not obstruct/ prevent the flow of water. Disruption to Other Users Construction over and close to the non-perennial streams shall be undertaken in the Contractor Engineer C.3. of Water dry season. If construction work is expected to disrupt users of community water bodies, notice shall be served well in advaxnce to the affected community by the contractor. Refer Annexure 2.1 A List of River/ canals/ Nallah crossing the road) Contractor will ensure that no construction materials like earth, stone, or appendage Clause No 501.8.6. Engineer, EO is disposed off in a manner that blocks flow of water of any water course and cross MORT&H C C.3.2 Drainage drainage channels.( for Locations ). Specifications for Road and TAC Contractor will take all necessary measures to prevent any blockage to the water Bridge works flow. In addition to the design requirements, the contractor will take all required __I_I Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3- 15 - -- -- - m - - m - m - - Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project rneasures- :s directed bN the Engineer' to prevent lemporar) or permanent tloodirng of the site or any adjacent area. Refer Annexure 2.1 A List of River/ canals/ Nallah crossing the road) The Contractor will not excavate beds of any stream/canals/ any other water body Clause No 501.8.6. for borrowing earth for embankment construction. MORT&H Siltation of Water Bodies The contractor will also put up sedimentation cum grease traps at the outer mouth of Specifications for Road and Engineer, EO C.3.3 and Degradation of Water the drains located in truck lay byes and bus bays which are ultimately entering into Bridge works Contractor PRBDB and EO Quality any surface water bodies / water channels with a fall exceeding 1.5 m. Water TAC Contractor will ensure that construction materials containing fine particles are stored (CP & CP) in an enclosure such that sediment-laden water does not drain into nearby AC 19) watercourse.( Refer Annexure 3.1 for Silt Fencing Locations) Act 1981 The contractor will take slope protection measures as per design, or as directed by Clause No. 306 & 305.2.2 the Environment officer to control soil erosion and sedimentation through use of MORT&H dykes, Dyke wall has been provided on Kapurthala Tam Taran corridor before and after river beas for a length of km. ( Refer Drawing ) Specifications for Road and All temporary sedimentation, pollution control works and maintenance thereof will Bridge works be deemed as incidental to the earth work or other items of work and as such as no Guidelines IX for Soil separate payment will be made for them. erosion and sedimentation Contractor will ensure the following aspects: control measures During construction activities on road embankment, the side slopes of all cut and fill Engineer, EO C.3 .4 Slope Protection and areas will be graded and covered with stone pitching, grass and shrub as per design Contractor PRBDB and EO Control of Soil Erosion specifications. TAC > Turfing works will be taken up as soon as possible provided the season is favorable for the establishment of grass sods. Other measures of slope stabilization will include mulching netting and seeding of batters and drains immediately on completion of earthworks. > In borrow pits, the depth shall be so regulated that the sides of the excavation will have a slope not steeper than 1 vertical to 2 horizontal, from the edge of the final section of the bank. > Along sections abutting water bodies, stone pitching as per design specification will protect slopes. C.4 Pollution Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 16 Environment Management Plan C.4.1 Water Pollution The Contractor will take all precautionary measures to prevent the wastewater MORT&H generated during construction from entering into streams, water bodies or the E EO Water Pollution from irrigation system. Contractor will avoid construction works close to the streams or Specifications for Road and Engineer, EO C.4. 1. Construction Wastes water bodies during monsoon. Bridge works Contractor PRBDB and EO All waste arising from the project is to be disposed off in the manner that is Water TAC acceptable and as per norms of the Punjab State Pollution Control Board. Act 1981 The contractor will ensure that all construction vehicle parking location, Clause No 501.8.6. fuel/lubricants storage sites, vehicle, machinery and equipment maintenance and MORT&H refueling sites will be located at least 500 m from rivers and irrigation canal/ponds. Specifications for Road and All location and layout plans of such sites will be submitted by the Contractor prior Bridge works to their establishment and will be approved by the 'Engineer'. Water Contractor will ensure that all vehicle/machinery and equipment operation, (CP & CP) maintenance and refueling will be carried out in such a fashion that spillage of fuels Act 19C1 and lubricants does not contaminate the ground. Oil interceptors will be provided for Act 1981 . vehicle parking, wash down and refueling areas as per the design provided Refer Engineer, EO C.4.1.2 Water Polluton from Fuel Annexure 3.4 Contractor PRBDB and EO In all, fuel storage and refueling areas, if located on agricultural land or areas TAC supporting vegetation, the top soil will be stripped, stockpiled and returned after cessation of such storage. Contractor will arrange for collection, storing and disposal of oily wastes to the pre- identified disposal sites/ agencies (list to be submitted to PRBDB) and approved by the "Engineer". All spills and collected petroleum products will be disposed off in accordance with MoEF and state PCB guidelines. 'Engineer' will certify that all arrangements comply with the guidelines of PCB/ CPCB/ MoEF or any other relevant laws. C.4.2 Air Pollution The contractor will take every precaution to reduce the level of dust from Clause No. Engineer, EO . crushers/hot mix plants, construction sites involving earthwork by sprinkling of Ill & 501.8.6. Contractor PRBDB and EO C.4.2. 1 Dust Polluton water, encapsulation of dust source and by erection of screen/barriers. MORT&H TAC All the plants will be sited at least I km in the downwind direction from the nearest Specifications for Road and Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 17 m m m m - m m m - -- m - Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project human settlement. Bfidge works T'he contractor will provide necessary certificates to confirm that all cnishers used in Air construction conform to relevant dust emission control legislation. (P & CP) The suspended particulate matter value at a distance of 40m from a unit located in a Act 1974 cluster should be less than 500 g/m3. The pollution monitoring is to be conducted as per the monitoring plan. Alternatively, only crushers licensed by the PCB shall be used. Required certificates and consents shall be submitted by the Contractor in such a case to the EO PRBDB through the Engineer'. Dust screening vegetation will be planted on the edge of the Row for all existing roadside crushers. Hot mix plant will be fitted with dust extraction units. Clause No 501.8.6. Contractor will ensure that all vehicles, equipment and machinery used for MORT&H Construction construction are regularly maintained and confirm that pollution emission levels Specifications for Road and Engineer, EO C.4.2.2 Emilsson from Eint an comply with the relevant requirements of PCB. Bridge works Contractor PRBDB and EO Machineries The Contractor will submit PUC certificates for all vehicles/ equipment/machinery Air (P & CP) TAC used for the project. Monitoring results will also be submitted to EO PRBDB Act 1974 through the "Engineer" as per the monitoring plan. Central Motor & Vehicle Act 1988 C.4.3 Noise Pollution The Contractor will confirm the following: Clause No 501.8.6. > All plants and equipment used in construction shall strictly conform to the MORT&H MoEF/CPCB noise standards. Specifications for Road and > All vehicles and equipment used in construction will be fitted with exhaust Bridge works Noise Pollution: Noise from silencers. EP Act 1986 Engineer, EO C.4.3.1 Vehicles, Plants and > Servicing of all construction vehicles and machinery will be done regularly Contractor PRBDB and EO Equipments and during routine servicing operations, the effectiveness of exhaust silencers Noise Rules 2002 TAC will be checked and if found defective will be replaced. > Limits for construction equipment used in the project such as compactors, rollers, front loaders, concrete mixers, cranes (moveable), vibrators and saws shall not exceed 75 dB (A) (measured at one meter from the edge of equipment in the free field), as specified in the Environment (Protection) rules, Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 18 Environment Management Plan > Maintenance of vehicles, equipment and machinery shall be regular to keep noise levels at the minimum. At the construction sites within 150 m of the nearest habitation, noisy construction work such as crushing, concrete mixing, batching will be stopped during the night time between 9.00 pm to 6.00 am. No construction activities will be permitted around educational institutes/health centers (silence zones) up to a distance of 100 m from the sensitive receptors i.e., school, health centers and hospitals between 9.00 am to 6.0 pm. Monitoring shall be carried out at the construction sites as per the monitoring schedule and results will be submitted to EO PRBDB through the ' Engineer' C.5 Safety Contractor will provide: The Building and Other > Protective footwear and protective goggles to all workers employed on mixing Construction workers asphalt materials, cement, lime mortars, concrete etc. (Regulation of Employment > Welder's protective eye-shields to workers who are engaged in welding works and Conditions of Service) > Protective goggles and clothing to workers engaged in stone breaking Act 1996 and Cess Act of activities and workers will be seated at sufficiently safe intervals 1996 > Earplugs to workers exposed to loud noise, and workers working in crushing, compaction, or concrete mixing operation. Factories Act 1948 > Adequate safety measures for workers during handling of materials are taken Guidelines VIII for Workers Personal Safety up. Safety in common operation Contractor Engineer Measures for Labour > The contractor will comply with all regulations regarding safe scaffolding, and during construction. ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. The contractor will comply with all the precautions as required for ensuring the safety of the workmen as per the International Labor Organization (ILO) Convention No. 62 as far as those are applicable to this contract. The contractor will make sure that during the construction work all relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Services) Act, 1996 are adhered to. The contractor will not employ any person below the age of 14 years for any work Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 19 m m m - m m m m m m m - m mm - Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project and no woman tiIll he emplo)ed on the %.ort; of painting %th products containing lead in any form. The contractor will also ensure that no paint containing lead or lead products is used except in the form of paste or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface having lead paint dry is rubbed and scrapped. The Contractor will mark 'hard hat' and 'no smoking' and other 'high risk' areas and enforce non-compliance of use of PPE with zero tolerance. These will be reflected in the Construction Safety Plan to be prepared by the Contractor during mobilization and will be approved by PRBDB and the 'Engineer'. The contractor will take all necessary measures for the safety of traffic during IRC:SP:55 Contractor Engineer construction and provide, erect and maintain such barricades, including signs, markings, flags, lights and flagmen as proposed in the Traffic Control Plan/Drawings and as required by the Environment officer for the information and protection of traffic approaching or passing through the section of any existing cross C.5.2 Traffic and Safety roads. The contractor will ensure that all signs, barricades, pavement markings are provided as per the MoRTH specifications (Provisions have been made under the Head Miscellaneous and Traffic Safety and Budgetary Provisions have been made in Bill 10 of Cost Estimate of Each Road) The Building and Other The Contractor will take all required precautions to prevent danger from electrical Construction workers equipment and ensure that - (Regulation of Employment > No material will be so stacked or placed as to cause danger or inconvenience to and Conditions of Service) any person or the public. Act 1996 and Cess Act of C.5.3 Risk from Electrical > All necessary fencing and lights will be provided to protect the public in 1996 Contractor Engineer Equipment(s) construction zones. All machines to be used in the construction will conform to the relevant Indian Factories Act 1948 Standards (IS) codes, will be free from patent defect, will be kept in good working Guidelines Vill for Workers order, will be regularly inspected and properly maintained as per IS provision and to Safety in common operation the satisfaction of the ' Engineer'. and during construction Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 20 Environment Management Plan T'he Building and Other T'he contractor will take all reasonable precautions to prevent danger to the workers Construction workers and public from fire, flood etc. resulting due to construction activities. (Regulation of Employment C.5.4 Risk Force Measure The contractor will make required arrangements so that in case of any mishap all and Conditions of Service) Contractor Engineer necessary steps can be taken for prompt first aid treatment. Construction Safety Plan Act 1996 and Cess Act of prepared by the Contractor will identify necessary actions in the event of an 1996 emergency. (Refer Annexure 8 Guidelines for Workers Safety during Construction). Factories Act 1948 The Building and Other Construction workers The contractor will arrange for - (Regulation of Employment > a readily available first aid unit including an adequate supply of sterilized and Conditions of Service) dressing materials and appliances as per the Factories Rules in every work zone Act 1996 and Cess Act of Engineer, EO C.5.5 First Aid > Availability of suitable transport at all times to take injured or sick person(s) to 1996 Contractor PRBDB and EO the nearest hospital Factories TAC > Equipment and trained nursing staff at construction camp. Act 1948 Guidelines VIII for Workers Safety in Common Operations The contractor will provide, erect and maintain informatory/safety signs, hoardings IRC; SP: 55 C.5.6 Informatory Signs and written in English and local language, wherever required as per IRC and MORT&H Contractor Engineer Hoardings specification. C.6 Flora and Fauna: Plantation/Preservation/ Conservation Measures Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 21 i- - m m m m - - m - m m - m Consultancy Services for Project Preparatory Studies for Package 11 (Phase l) for Punjab State Road Sector Project ^--FJ -l 1 The contractor will do the plantation at median for the project. (Refer Annexure 3.10 Forest Conservation Act Guidelines for Median Plantation and Grass Turfing. At many places along the Road 1980 there are stretches where avenue plantation do not exists. These are locations where compensatory afforestation can be carried out. (Refer Annexure 2.2A List of Engineer, EO Road side Plantation Stretches without tree cover). Engmeer, EO Strategy Minimum 80 percent survival rate of the saplings will be acceptable otherwise the TAC contractor will replace dead plants at his own cost. The contractor will maintain the plantation till they handover the project site to PRBDB. The Environment officer will inspect regularly the survival rate of the plants and compliance of tree plantation guidelines. The contractor will take reasonable precaution to prevent his workmen or any other Forest Conservation Act persons from removing and damaging any flora (plant/vegetation) and fauna 1980 (animal) including fishing in any water body and hunting of any animal. Flora and Chance of found If any wild animal is found near the construction site at any point of time, the Wild Life Act 1972 C.6.2 Fauna contractor will immediately upon discovery thereof acquaint the Environment Contractor PRBDB and EO officer and carry out the instructions for dealing with the same. TAC The Environment officer will report to the near by forest office (range office or divisional office) and will take appropriate steps/ measures, if required in consultation with the forest officials. All fossils, coins, articles of value of antiquity, structures and other remains or things The Ancient Monument and of geological or archaeological interest discovered on the site shall be the property Archaeological Sites of the Government and shall be dealt with as per provisions of the relevant Remains Act 1958 legislation. Engineer, EO Chance of Found The contractor will take reasonable precautions to prevent his workmen or any other Engind EO C.6.3 Chaeolo und persons from removing and damaging any such article or thing. He will, Contractor PRBDB andEO inumediately upon discovery thereof and before removal acquaint the Environment TAC officer of such discovery and carry out the instructions for dealing with the same, waiting which all work shall be stopped. The PRBDB will seek direction from the Archaeological Survey of India (ASI) before instructing the Contractor to recommence the work in the site. C.7 Environment Enhancement Before execution of work CMU/ Contractor will verify the legal status of the site Contractor Engineer, EO C.7.1 Enhancement measures and only if CMU is satisfied with the legal status. Contractor will carry out PRBDBandEO Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 22 Environment Management Plan enhancement of religious /community properties as per drawings (Refer Chapter 4.0 ..........TAC Enhancement Measures) and will carry out work as per specification to the /nier satisfaction of Environment officer /Engineer' C.8 Labour Camp Management The Building and Other Construction workers Contractor will follow all relevant provisions of the Factories Act, 1948 and the (Regulation of Employment Building and the other Construction Workers (Regulation of Employment and as Conditions of Service) Act, 1996 for construction and maintenance of labour camp. and Conditons of Service) C.81 Accommodation The location, layout and basic facility provision of each labour camp will be Act 1996 and Cess Act of Contractor Engneer, EO submitted to' EO PRBDB' prior to their construction. The construction will 1996 TAC commence only upon the written approval of the 'EO PRBDB'. Factories Act 1948 The contractor will maintain necessary living accommodation and ancillary facilities Guidelines .I for siting and in functional and hygienic manner and as approved by the 'EO PRBDB'. layout of constuIction camps The Contractor will construct and maintain all labour accommodation in such a The Building and Other fashion that uncontaminated water is available for drinking, cooking and washing. Construction workers The Contractor will also provide potable water facilities within the precincts of (Regulation of Employment every workplace in an accessible place, as per standards set by the Building and anduCon of Ervice) other Construction Workers (Regulation of Employment and Conditions of Service) and Conditions of Service) Act, 1996. Act 1996 and Cess Act of The contractor will also guarantee the following: 1996 a) Supply of sufficient quantity of potable water (as per IS) in every Factories Act 1948 Engineer, EO workplace/labor campsite at suitable and easily accessible places and regular C.8.2 Potable Water maintenance of such facilities. Contractor PRBDB and EO b) If any water storage tank is provided that will be kept such that the bottom of TAC the tank at least Imt. from the surrounding ground level. c) If water is drawn from any existing well, which is within 30mt. proximity of any toilet, drain or other source of pollution, the well will be disinfected before water is used for drinking. d) All such wells will be entirely covered and provided with a trap door, which will be dust proof and waterproof. e) A reliable pump will be fitted to each covered well. The trap door will be kept locked and opened only for cleaning or inspection, which will be done at least Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 23 - - - m - - - - m - Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project once in a month. f) Testing of water will be done every month as per paraineters prescribed in IS 10500:1991. The contractor will ensure that - > the sewage system for the camp are designed, built and operated in such a fashion that no health hazards occurs and no pollution to the air, ground water or adjacent water courses take place. Engineer, EO C.8.3 System > separate toilets/bathrooms, wherever required, screened from those from men Contractor PRBDB and EO (marked in vernacular) are to be provided for women. TAC > adequate water supply is to be provided in all toilets and urinals all toilets in workplaces are with dry-earth system (receptacles) which are to be cleaned and kept in a strict sanitary condition The contractor will provide garbage bins in the camps and ensure that these are regularly emptied and disposed off in a hygienic manner as per the Comprehensive Engineer, EO Solid Waste Management Plan approved by the ' Engineer'. Engind EO C.8.4 Waste Disposal Unless otherwise arranged by local sanitary authority, arrangements for disposal of Contractor PRBDB and EO night soils (human exereta) suitably approved by the local medical health or TAC municipal authorities or as directed by the "'Engineer" will have to be provided by the contractor. C.9 Contractor's Demobilization Contractor will prepare site restoration plans, which will be approved by the Guidelines IV for Disposal 'Engineer'. The clean-up and restoration operations are to be implemented by the Site Management contractor prior to demobilization. The contractor will clear all temporary structures; Guidelines V for Borrow dispose all garbage, night soils and POL waste as per Comprehensive Waste Area Management Management Plan and as approved by 'EO PRBDB' All disposal pits or trenches Engineer, EO Clean-up Operations, will be filled in and effectively sealed off. Residual topsoil, if any will be distributed C.9. 1 Restoration and in pre identified approved areas or in places suggested by the 'Engineer' in a layer of Contractor PRBDB and EO Rehabilitation thickness of 75 mm-150 mm. TAC All construction zones including river-beds, culverts, road-side areas, camps, hot mix plant sites, crushers, batching plant sites and any other area used/affected by the project will be left clean and tidy, at the contractor's expense, to the entire satisfaction to the Environment officer All the opened borrow areas will be rehabilitated .and 'Engineer' will certify in this regard. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 24 Environment Management Plan Table 3.1: Environment Management Plan (General) OPERATION STAGE Activities to be Carried Out by the PWD The PWD will monitor the operational performance of the various mitigation/ enhancement 0.1 Monitoring Operation measures carried out as a part of the project (Refer Chapter 5 Monitoring Measures). PWD PWD Performance The indicators selected for monitoring include the survival rate of trees; utility of enhancement provision, status of rehabilitation of borrow areas, Air quality, water quality, noise levels PWD will ensure that all drains (side drains, and all cross drainages) are periodically cleared Maintenance of especially before monsoon season to facilitate the quick passage of rainwater and avoid flooding. 0.2 Drainage (Refer Annexure 3.2 For Locations) PWD PWD PWD will ensure that all the sediment and oil and grease traps set up at the water bodies are cleared once in every three months. The periodic monitoring of the ambient air quality, noise level, water (both ground and surface EP Act 1986 0.3 Pollution Monitoing water) quality, soil pollution/contamination in the selected locations as suggested in pollution Air (P & PC) 19 Pollution PWD Polto oioig monitoring plan will be responsibility of PWVD. WATER (P & CP) Monitoring Agency The PWD will either appoint PPCB or its approved pollution-monitoring agency for this purpose. ACT 1981 Ambient air concentrations of various pollutants shall be monitored as envisaged in the pollution- Pollution 0.3.1 Atmospheric Pollution monitoring plan. PWD Roadside tree plantation will be maintained. Noise pollution will be monitored as per monitoring plan at sensitive locations. Noise control 0.3.2 Noise Pollution programs are to be enforced strictly. Pollution Monitoring the effectiveness of the pollution attenuation barriers, if there is any, will be taken up Monitoring Agency thrice in the operation period. Soil Erosion and Visual monitoring and inspection of soil erosion at borrow areas, quarries (if closed and 0.4. Monitoring of Borrow rehabilitated), embankments and other places expected to be affected, will be carried out once in PWD "EO PRBDB" Areas every three months as suggested in monitoring plan. PWD will closely monitor the adequacy of road safety provisions especially near the Schools, 0.5 Road Safety educational institutes, settlements where traffic-calming measures have been provided. (Refer PWD "EO PRBDB" Guidelines 3.3 for Locations). Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 25 | Environmental Management Plan g ~(Bridges) I The specific management / mitigation measures required for bridge works are detailed in Part B. These measures must be read in conjunction with those already in covered in Part A. l l l l l l I l l I I I lI I 3Environment Management Measures The following works are proposed on different bridges along the five roads as detailed in Table 3.2 and proposed specific activities for different bridges is given in Annexure 1.2 Table 3.2: Details of Bridges and improvement Proposal Si No. Name of [ Chainage Bridge Length Photograpd Major Activit |eof Bridge (kmn) () Proposed MaorA tivt Bridge CHANDIAGARH-LANDRAN-CHUNI-SIRHIND ROAD 1. Laknoor Bridge 12.229 31.50 To be reconstructed Repairing of spalled 2. Gingarhi- Suharha 18.090 67.50 concrete, scouring o l. Bridge prevention measures Cleaning of Clogged 3. Chuni Bridge 24.060 74.00 Drainage spouts, repairing of damaged wearing coat NAGAR-AUR- RAHON Repairing of damaged pointing of substructure, I . Utraparh Bridge 18.663 6.9 repairing of spalled concrete of super- structure -- _ TARN-TARAN -CHABAL- ATTARI ROAD Provision of Drainage spouts of repairing of I . Tari Village Bndge 14.250 13.50 concrete at soffit and side of super structure, provision of M.S. railing 2. Dhodhian Wala 18.750 22.50 To be reconstructed Bridge Cleaning of clogged drainage spouts, Repairing Sarain Amanat 24.070 18.00 of spalled concrete of Khan Bridge super structure , repairing of damaged brick masonry parapet 4. 30.105 To be reconstructed Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Coomponent) 3 - 26 I I Consultancy Services for Project Preparatory Stuldies for Package 11 (Phase I) for Punjab State Road Sector Project SL No. Name of Chainage Bridge Length Proposed Major Activitv Photograph of S.N. Bridge (kin) (i) Pooe ao ciiyBridge Cleaning of clogged drainage spouts, Repairing - 5. Rajatal Bridge -I 30.200 47.00 of spalled concrete of super structure , repairing of damaged M.S. railing I -' 6. Rajatal Bridge - II 30.770 11.00 To be reconstructed 7. 35.990 - To be reconstructed Provision of Drainage spouts, repairing of 8. Pucca Pind Bridge 35.997 13.40 spalled concrete of deck slab, repairing of damaged M.S. railing Cleaning of clogged Attafi School drainage spouts, repairing 9. Atta School 39.935 17.00 of spalled concrete of Bridge ~deck slab, pointing work 1 of damaged wing wall KAPURTHALA-FATEHABAD-TARN TARAN ROAD Cleaning of clogged 1. Navan Pind Bridge 1.935 20.55 drainage spouts, repairing of damaged wearing coat Cleaning of clogged 2 Fattudingha Bridge- 2.900 1380 drainage spouts, repairing 2. I 2.9038 of super structure and approach slab 3. Fattudingha Bridge- 13.495 43.50 Provision of drainage spouts II Cleaning of clogged drainage spouts, repairing 4. Beas Bridge 22.300 700.40 of wearing coat, repairing of railing and footpath .W slab -= - - Fintal Report Volume IV-A. Environment Assessmtent and Mlanagement Plan (Rehabilitation Component) 3 - 27 Il Environment Management Measures Name of Chainage Bridge Length Photograph of Si. No. Bridge (km) (m) Proposed Major Activity Bridge Provision of drainage spouts. pointing of 1 , , _. Dharathan Canal damaged sub structure,. . Bridge 31.170 12.60 repairing of spalled concrete of deck slab, N provision of railing Provision of drainage spouts. pointing of -. Bharowal Canal 33.610 9.85 damaged sub structure, 6. Brde3.1 .5 repairing of spalled concrete of deck slab. repairing of brick masonry parapet Provision of drainage spouts, repairing of - -1 . 7. Wahin Poin Bridge 35.365 20.00 spalled concrete of super structure and approach LS -iA 8. Raishiana Bridge 41.00 27.20 To be re constructed _ Cleaning of clogged - M- 9 Sangianwal Bridge 44.875 24.25 drainage spouts, pointing .2 of damaged substructure, repairing of wearing coat DHARAMKOT-KOT ISE KHAN-ZIRA-FEROZPUR ROAD Provision of drainage spouts. Repairing of spalled concrete of - I superstructure and Lahiwad Nehar 4.875 28.35 approach slab, repairing of wearing coat, repainng of brick masonry parapet, replacement or repairing of bearing Cleaning of clogged drainage spouts. repairing of spalled concrete of 2. Sain Nalla Bridge 18.435 17.40 super structure and approach slab, increasing the height of brick masonry parapet Provision of drainage spouts, repairing of 3. 21.450 7.5 spalled concrete of super structure and approach slab, provision of railing Final Report Volume IV-A: Envsironmnen t Assessment and Managemrienit Plan (Rehabilitation Componenit) 3 - 28 I l Consultancv Servicesfor Project Preparatory Studiesfor Package II (Phase I)for Punjab State Road Sector Project Name of Chainage Bridge Length Photograph of Si. No. Bridge (km) (in) Proposed Major Activity Bridge Provision of drainage spouts. pointing of 4 Masoor Deva 22.475 17.40 damaged substructure, Bridge repairing of spalled concrete of super structure Cleaning of clogged - , drainage spouts. repairing of spalled concrete of 5 Rajasthan Feeder 38.800 104.50 superstructure and Bridge approach slab, repairing of M.S. railing, repairing of wearing coat Cleaning of clogged drainage spouts, repairing of spalled concrete of 6. Sirhind feeder 38.925 47.50 superstructure, repairing of M.S. railing, replacement of wearing coat Pointing of damaged substructure, repairing of spalled concrete of 7. Minor Canal Bridge 40.608 15.80 superstructure, replacement of wearing coat, Increasing height of brick masonry parapet Cleaning of clogged Bikaner Nahar drainage spouts, 8. Bidge 46.465 57.75 replacement of wearing Bridge coat, repairing of M.S. railing, Pointing of damaged 212.00 substructure, repairing of 9. Vanoor Bridge 50.205 1spalled concrete of superstructure Final Report Volume IV-A: Environmnent Assessment and Manageinelit Plan (Rehabilitation Component) 3 - 29 I I I I I I I ! I i ! Environment Management Measures Table 3.3: Environmental Management Measures (Bridges) Pre-construction stage activities by the Contractor Permission from Engineer, EO, PPrmission from Permission from frrigation department shall be taken prior to start of construction work on bridges. Contractor/ CMU PRBDB and EO I-gation department TAC Water Quality upstream and down stream of bridges will be tested prior to initiation of any work at Engineer, EO, P.2 Pollution Monitoring the site of new construction of Bridges to establish baseline. (Refer Chapter 5 Monitoring Measures Contractor PRBDB and EO for details) TAC The contractor as per prevalent rules will carry out negotiations with the landowners for obtaining Arrangements for their consent for temporary use of lands for traffic detours, material storage, construction machinery P.3 Temporary Land &equipment, vehicle parking etc.. Contractor shall enter into a written agreements with land owners Contractor Engineer Requirement for all such sites and Environment Officer will be required to ensure that the rehabilitation/clearing up of the sites prior to handing over to the owners have been carried out as per written agreement. Construction Stage Activities The contractor shall identify disposal sites and will report the same to the Environment Officer. These locations will be checked on site and accordingly approved by Environment Officer prior to any disposal of waste materials. Contractor shall prepare Comprehensive Solid Waste Management Plan in consultation with Environment Officer and after approval of plan by Environmental Officer debris shall be disposed off accordingly. No dismantling work shall be carried out at night, or during storm or heavy rain. No dismantling be Dismantling of carried out without identification and approval of site by Environment Officer of TA consultant. En EO C 1 Structures/ Dismantled material will not be stored in canal bed, embankment slopes except material, which will Contractor Png neer, EO . Components and Debris be reused in Construction. All debris requiring disposal will be directly taken to the Pre identified RA B an E Disposal disposal site and deposited as per approved Comprehensive Waste Disposal Locations. Debris generated shall be reused in the construction of temporary diversion of traffic, filling in embankment, slope protection work etc subject to the suitability of the materials and approval of the Engineer and Environment Officer. All arrangements for dismantling, clearing debris and its transportation will be considered incidental to the work and will be planned and implemented by the Contractor as approved and directed by the Environment Officer. Construction of Construction of temporary traffic diversions shall be carried out in accordance with the plans Engineer, EO, C.2 temporary traffic prepared and approved during pre-construction stage. Contractor PRBDB and EO diversions Temporary diversions will be constructed after receipt of approval from concemed authorities and TAC Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 30 Consultancy Servicesfor Project Preparatory Studiesfor Package 11 (Phase I)for Punjab State Road Sector Project '~,Environmental issu~l, under supervision of Environment Of ficer. Warning boards should be placed at least 500m and 200m from the construction sites on both sides along with battery operated lamp / retroreflected lamnps. Flashlights be provided at least 200m before the construction site on either side giving warning to drivers before reaching construction sites. Signs, lights, barriers, cones, and other traffic control devices, as well as the riding surface of diversions shall be maintained in a satisfactory condition till such time they are required as directed by the engineer. Contractor shall keep the temporary traffic diversions free of dust by sprinkling of water three times a day and as required under specific conditions (depending on weather conditions, construction in the settlement areas and volume of traffic). Contractor shall prepare a Detailed Traffic Control Plans and shall submit it to the Environment Officer for approval, five days prior to commencement of works on any bridge. The traffic control plans shall contain details of temporary diversions, traffic safety arrangements i.e. lighting arrangement, signages, arrangement of flagmen etc. The Contractor will provide specific measures for safety of pedestrians and workers at night as a part of traffic control plans. The Contractor will ensure that the diversion/detour is always maintained in running condition, particularly during the monsoon to avoid disruption to traffic flow. The contractor will also inform local community of changes to traffic routes, conditions and pedestrian access arrangements with assistance from local bodies and PRBDB. Contractor shall not store/dump the construction material in watercourse. Area for storage of material near the work site will be earmarked in consultation with Environmental officer of Technical Assistance Consultant/ CMU. This area shall not be at a distance of less than 100 meters from bank of the watercourse Hadl d s f The access road should be free from water logging. Engineer, EO, C.3 Hatndls Storage area should be leveled ground, stacking area should be planned and have racks, stands, Contractor PRBDB and EO materials sleepers, access traces etc and properly lighted, all materials consumables, including raw steel or TAC fabricated materials shall be stored properly on platforms, skids or other supports IS: 7293 & IS: 7969 dealing with handling of materials and equipment for safe working should be followed. Contractor shall prepare a plan for handling & storing of material at bridge construction site and shall submit it for approval from Environmental Officer/Engineer Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 31 Environment Management Measures Contractor will not obstruct the flow of water while constructing/ rehabilitating bridges. Contractor shall ensure that velocity in the constricted portion does not increase more then twice the lean season velocity. This will help turbidity control in downstream and minimum disruption to flora and fauna. Contractor shall carry out the excavation for foundation & construction of substructures during lean season to reduce turbidity levels and soil erosion, which may cause disruption to flora and fauna. Construction over and close to the non-perennial streams shall be undertaken in the dry season. Contractor shall construct river training and protection work i.e construction of guide bunds, guide walls, bank protection, flooring and approach embankment protection etc. as given in engineering Water Training and design./drawing in such a fashion that will provide safety to the bridge structure and its approaches Engineer, EO, C.4 Disruption to Other Users against damage by flood /flowing water and at the same time shall not pollute water. Contractor PRBDB and EO of Water Contractor shall prevent the soil erosion by minimizing the amount of exposed soil, minimizing the TAC time the soil is exposed, avoiding steep cutting of slope (steeper than 1:2), and constructing all slope protection measures whether incidental or payable, temporary or permanent in time. The contractor shall serve notice to the down stream users well in advance if construction work is expected to disrupt users of community water bodies or flow of surface water body is diverted. The Engineer/CMU will ensure that contractor has served the notice to the downstream users of water well in advance. The contractor will take prior approval of the Irrigation Department or CMU (PRBDB) for any such activity. No worker should catch fish in the canals. Proper warnings and Instructions to worker will be given in Engineer, EO, C.5 Aquatic fauna Contractor PRBDB and EO this regard.TA C.6 POLLUTION CONTROL C 6.1 Water Pollution Contractor will avoid construction works over/close to the canals during monsoon to minimize Impact on surface watercourses. The Contractor should not discharge wastewater, generated during construction, into streams, water bodies or the irrigation system without preliminary treatment and should conform to Punjab State Engineer, EO, C.6. 1.1 Water Pollution from Pollution Control Board. Contractor PRBDB and EO Construction Wastes Cofferdams or formwork shall be such as to ensure still water conditions. All waste arising from the TAC bridges construction activity is to be disposed off in the manner that is acceptable to the State Pollution Control Board and as per approved Comprehensive Waste Management Plan. Wastes must be collected, stored and reused in the construction / taken to approved disposal sites. The Environmental Officer will certify that all wastes generated on bridge site have been disposed off Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 32 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project "No: ;| :|.';-v- as per norms or in environment friendly manner. To avoid contamination from fuel and lubricants, the vehicle and equipments will be properly Contamination of water maintained and refueling / maintenance of vehicles will not be done near the bridge sites. Engineer, EO, C 6.1.2 from fuel and lubricants Diesel Generator set will be placed on a cement concrete platform with oil and grease trap to control Contractor PRBDB and EO the oil ingress into soil/ water bodies. TAC Contractor will ensure that no construction materials like earth; stone or any other obstructing construction material is disposed in watercourse and will take all necessary measures to prevent the Engineer, EO, C 6. 1.3 Drainage and run-off blockage of water flow blocking the flow of water. Contractor PRBDB and EO In addition to the design requirements, the contractor will take all required measures as directed by the TAC Environment Officer to prevent temporary or permanent flooding of the site or any adjacent area. The Contractor will not excavate beds of any stream/canals/ nallah for borrowing earth for Siltation of Water Bodies embankment construction. Engineer, EO, C.6. 1.4 and Degradation of Water Silt fencing will be provided at bridge locations where rehabilitation / New construction is proposed Contractor PRBDB and EO Quality as per drawing to avoid siltation of water bodies (Refer Annexure 3.1 for locations and 3.4 for TAC drawings of Oil cum Sedimentation Chambers, Oil and Grease Traps and Silt Fencing). C.6.2 AIR POLLUTION The Contractor will follow good engineering practices during demolishing of bridges or part thereof and during Construction and rehabilitation of bridges. The contractor should provide Screen around the demolition sites as far as possible where feasible. The contractor will reduce dust nuisance from construction sites by sprinkling of water, encapsulation Engineer, EO, C.6.2. 1 Dust Pollution of dust source and by erection of screen/barriers. Contractor PRBDB and EO Vehicle delivering material will be covered. End boards in loaders will be provided to prevent TAC spillage. Water will also be sprayed on temporary access roads and diversions. The air pollution monitoring will be carried out as per monitoring and reporting programme detailed in Environment Assessment and Management Plan. C.6.3 NOISE POLLUTION Noise Pollution: Noise The demolition of bridges / rehabilitation of bridges will be done using good engineering practices so Engineer, EO, C.6.3. 1 from Vehicles, Plants and that noise levels are kept at acceptable levels. Contractor PRBDB and EO Equipments If required screens will be erected around the construction sites. TAC C.7 HEALTH AND SAFETY Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 33 - - - m- m- ~~ m-mmmmm Environment Management Measures S i. i :4_ _ _ _ _ _ __ ___ _ i -| E'Eecutiod. " IM X oXnltoring Toolbox meeting will be held daily in order to brief workers about Safety, do's and don't during construction. Toolbox safety meetings are on the-job meetings and will keep employees alert to work related accidents and illnesses. Toolbox meetings also helps alert employees to workplace hazards, Engineer, EO, C.7.1 Tools Box Meetings and by preventing accidents, illnesses and on the job injuries. The meeting should involve groups of Contractor PRBDB and EO people who work together and face same sort of injury risks. The meetings should be so designed to TAC raise employee's awareness following hazardous incidents, a recent injury or near miss. Toolbox meeting improve workplace safety and health, provide information and instructions, improve consultation and help identify hazards and deciding what action needs to be taken to reduce the risks. Contractor will provide: > Protective footwear, goggles and clothing to all workers employed on laying of wearing coat, preparing cement mortars for brick work, concreting, painting etc. > Welder's protective eye-shields to workers who are engaged in welding works > Earplugs to workers exposed to loud noise, and workers working with jack hammer, joint cutting machines, vibrators etc. > Adequate safety measures for workers during handling of materials at site are taken up. > The contractor will comply with all regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. > At every workplace, good and sufficient water supply will be maintained to avoid waterbome/water-related/ water-based diseases to ensure the health and hygiene of workers. > Safety helmets and rubber gloves for workers > Contractor at his own expenses shall put up necessary shoring, shuttering and planking or cut Safety Measures for slopes to a safer angle or both with due regard to the safety of personnel and workers and to the Engineer, EO, C.7.2 Labour satisfaction of the Engineer Contractor PRBDB and EO The contractor will comply with all the precautions as required for ensuring the safety of the workmen TAC as per the International Labor Organization (ILO) Convention No. 62 as far as those are applicable to this contract. The contractor will make sure that during the construction work all relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Services) Act, 1996 are adhered to. The contractor will not employ any person below the age of 14 years for any work and no woman will be employed on the work of painting with products containing lead in any form. The contractor will also ensure that no paint containing lead or lead products is used except in the form of paste or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface having lead paint dry is rubbed and scrapped. The Contractor will mark 'hard hat' and 'no smoking' and other 'high risk' areas and enforce non- compliance of use of PPE with zero tolerance. These will be reflected in the Construction Safety Plan Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 34 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project to be prepared by the Contractor during mobilization and will be approved by SC Contractor shall install a warning device in the area to be used to warn the workers in case of mishap/emergency. Contractor shall provide Safety helmets conforming to IS 2925 to all the workmen engaged in dismantling work. The shed and tool boxes should be located away from work site. Goggles preferably made up of celluloids and gas masks shall be worn at the time of dismantling, especially where tools like jack hammers are deployed to protect eyes from injuries from flying pieces, dirt, dust etc. The workers shall wear leather or rubber gloves during demolition of RCC work. Screens made up of GI sheets shall be placed wherever necessary to prevent the flying pieces from injuring the workers Water should be sprayed to reduce the dust while removing concrete wearing course with jackhammer. No wok shall be taken up under the span when dismantling work is in progress. Contact numbers of Police, Fire Brigade, Ambulance, Police Station, Engineer, EO TA Consultant and PRBDB should be displayed at every bridge Site. Any skin contacts with epoxy materials; solvents and epoxy strippers should be avoided. Epoxy resin can cause irritation of skin particularly epoxy hardeners (B component) may cause a rash on skin in sensitive persons if incorrectly handled. The resin and hardener should not be allowed to come into direct contact with skin. The most effective protection is achieved by wearing polythene gloves, rubber gloves, with a cloth liner, and protective clothing. The official toxicity classification on container labels may be looked for before starting work. Barier creams are recommended but are not substitutes for protective clothing. Eyes shall be protected where splashing could occur while spraying. Good ventilation shall be ensured and inhalation of vapours Engineer, EO, C 7.3 Handling of Hazardous avoided. If materials are sprayed, a respirator shall be used. If skin contact occurs, it shall be immediately Contractor PRBDB and EO Materials/Chemicals washed with a cleaner, followed by soap and water. Should eye contact occur, it shall be flushed TAC immediately with plenty of water for 15 minutes and a doctor called for If contact occurs with the clothing, it shall be immediately changed to prevent further skin contact, and if the contact occurs with component A or B, the clothing shall be thrown away. Hardened epoxy is not harmful but will break the clothing. All emptied used buckets; rags and containers shall be removed from site. These shall be stored in waste disposal bags and suitable disposed The contractor will prepare a hazardous waste management and disposal plan and will submit a copy of it to Environmental officer (PRBDB) for review and supervision. The Contractor will ensure that temporary bridges constructed for diversion of traffic are as per norms Engineer, EO, C.7.4 Traffic Management and and safe and approved by Environment Officer. Contractor PRBDB and EO Safety Speed limits will be set for movement of traffic on temporary bridges. TAC Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 35 m m --- m - -- - m - m m - Environment Management Measures The colntractor wi1ll iakie all nece.siar) measures l;r the s3fei) of tralfic during construction and provide, erect and maintain such barricades, including signs, markings, flags, lights, warning boards and flagmen as proposed in the Traffic Control Plan/Drawings and as required by the Environment officer for the information and protection of traffic approaching or passing the bridge under construction or through the temporary diversion. The contractor will ensure that all signs, barricades, markings are provided as per the MoRTH specifications. Before taking up of construction on any bridge site, a Traffic Control Plan will be devised and implemented to the satisfaction of the Environmental Expert. The contractor shall take all necessary measures for the safety of traffic during construction and provide, erect and maintain such barricading, including signs, markings lights and flagmen ect. For the information and protection of traffic. C.7.5 First Aid A readily available first aid unit including an adequate supply of sterilized dressing materials and Contractor Engineer, EO, appliances as per the Factories Rules at every Bridge Construction site. TAC 76Contractor will submiit Accident Safety and Hazardous Chemical Spill Management Plan and will get Engineer, EO, C 7.6 Safety Measures it approved by the "EO PRBDB". The plan should also have details of detours in case of emergency. Contractor PRBDB ad EO Informatory Signs and The contractor will provide, erect and maintain informatory/safety signs, hoardings written in English Engineer, EO, C.7.7 Hoardis and local language, wherever required or as suggested by the Environment Officer for safety of road Contractor PRBDB and EO H g users, communities living near the bridge site. TAC Contractor will prepare site restoration plans, which will be approved by the Environment Officer. The clean-up and restoration operations are to be implemented by the contractor prior to demobilization. All spaces excavated and not occupied by the foundation or other permanent works Clean-up Operations, shall be refilled with earth upto surface of surrounding ground. Engineer, EO, C.8 Restoration and The contractor will clear all temporary structures; dispose all surplus material laying in waterway or Contractor PRBDB and EO Rehabilitation around bridge site as per Comprehensive Waste Management Plan and as approved by Environment TAC Officer. The bridge construction site will be left clean and tidy, at the contractor's expense, to the satisfaction to the Environment Officer. *-0 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 3 - 36 I l I I I I I I Environment Enhancement Measures l4 I I I l I I l I I I I I --------- Consultancy Services for Project Preparatory Studies for Package 11 (Phase I)for Punjab State Road Sector Project 4. ENVIRONMENT ENHANCEMENT MEASURES Road construction project brings lot of concerns for the local communities. Their concerns apprehension and suspicious can only get dispelled through creation of an atmosphere of mutual trust and transparency. Intensive public consultation helps a lot in building rapport between Project Authorities and Stake Holders environment enhancement takes this process of a step further apart from improving environment and gives the road-side communities a sense of belongingness. 4.1 OBJECTIVE The objective of Environment Enhancement is; * To improve visual qualities of highway by providing aesthetically pleasing landscape features * To integrate the road corridor with surrounding views and landforms. I To improve the environment setting along the road * To improve the condition of neglected Archaeological / Communities sites I To integrate local communities with the project by development community properties along the road. 3 Provide facilities to Highway user. 4.2 METHODOLOGY Procedure followed for Environment Enhancement Measures in includes the following in chronological order; * Selection of Sites * Discussion with concerned authorities of proposed sites Development of concept and preparation of conceptual drawings Discussion and finalization of drawing with PRBDB Discussion with Authorities of concern site Revision of drawings * Integration of cost with project cost estimate Selection of Sites The sites for environment enhancement measures were selected on the basis of defined criteria for different type of properties, which are detailed out in preceding sections Discussion with concerned authorities of proposed sites The discussion was done with authorities of selected sites to know their views, requirements and willingness to undertake enhancement. Development of Design concept and Preparation of drawings On the basis of discussions, objective of environment enhancement, requirements of community design concepts were developed for enhancement of sites. Based on these design concepts conceptual drawings were prepared. Discussion with PRBDB Authorities The conceptual drawings along with other inputs used like selection criteria, Design concepts, discussion with communities / site authorities were discussed with PRBDB officials for their approval. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 4-1 Environment Enhancement Measures Discussion With Community/ Authorities of Proposed Sites The conceptual drawings approved by PRBDB was showed to the community/ Authorities and explained in detail rationale behind it. The doubts if any were clarified; Suggestions if any were taken and incorporated. If found feasible signature of authority of proposed site was taken on Drawings as token of acceptance. Revision of Concept drawings and preparation of working drawings The conceptual drawings were revised based on the observations if any and then working drawings were prepared. Integration of Cost into Project Cost Estimates The Bills of Quantities and Cost estimates were prepared and put under Head "Environment" Bill No. 12 of Cost Estimates. In this project surface water bodies, KOS MINARS, Religious structures, Educational Institutions, Villages gates, Access to schools from road have been selected for enhancement. The summary of the corridor-wise detailed of enhancement sites is given in Table 4.1. The specific corridor-wise detailed of enhancement site and drawings are Annex 4.1 and 4.2 respectively. 4.3 ENHANCEMENT FOR SURFACE WATER BODIES There are many surface water bodies along the project road. These bodies can be categorized into following; * Wastewater ponds: These are surface water bodies along the road where village communities discharge their wastewater. These comprise about 99% of surface water body. * Community Ponds: These are the ponds used by community for giving bath to animals. Criteria for Selection * Proximity to Road L Improvement of road side Aesthetics Comfort to road users * Community property Design Concept Waste Water Ponds The wastewater ponds are not only major generators of foul smell but they also act as an eyesore for the highway users. Low height colorful plantation along these ponds have been provided to visually block these areas thereby enhancing the overall aesthetics of the transport corridor. Community Ponds These ponds are already used by the conmmunity people for giving bath to animals. Efforts have been made to retain this informal character of such ponds by protecting it from development and other appropriate uses. Washing platforms have been provided for the ease of the people. Further the ponds have been beautifully landscaped to improve the overall aesthetic quality of these places. Access points for people and animals have also been provided, so that they can easily access the ponds. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 4-2 Consultancy Services for Project Preparatorv Studies for Package 11 (Phase I)/for Punjab State Road Sector Project Table 4.1: Summary of Environment Site Proposed Si. Description Link I Link 2 Link 3 Link 4 Link 5 Total No. I Religious Structures 3 2 2 2 I 10 2 Surface water bodies 2 3 3 3 3 14 3 Cultural Properties 0 0 2 1 0 3 4 School 0 0 1 0 1 2 5 Safe access to Schools 9 10 9 14 21 63 6 Enhancement of Bus Bays 18 12 20 24 20 94 7 Vegetative Screen Barrier I 0 0 0 0 1 8 Village gate 0 l 0 I 0 2 9 Sitting arrangement 0 2 5 2 2 11 TOTAL 33 30 42 47 48 200 4.4 ENHANCEMENT FOR RELIGIOUS PROPERTIES Criteria for Selection Proximity of the property to Project Road Public demand and use of the property Properties belonging to Marginal Groups Poor Condition of the Structure Willingness of the property owners to proposed enhancements Design Concept A boundary wall has been provided for demarcating the site. The site has further been enhanced by beautifically landscaping it. The space available in front of the buildings has been planned for parking. A continuous row of Plantation has been incorporated all along the boundary of the site. Tree surrounds have been provided with horizontal platforms to Junctions as informal seating area for the visitors. 4.5 ENHANCEMENT FOR ARCHAEOLOGICAL PROPERTY No Archaeological property except Kos Minars that too on two project roads exists in close proximity to project corridor. All three Kos Minars have been selected for environment enhancement. Kos Minars The Kos Minars are the milestone made by the Mughal emperors between 1556 to 1787 A.D. "Kos" literally means a medieval measurement of distance denoting approximately 3 km and - "Minar" is a Persian word footover. The Kos Minar measures over 30 feet and were erected by the Mughal's marking their royal route. The Kos Minar is a solid round pillar that stands on a masonry platform built with bricks and plasters over with time. The Kos Minars proved critical in the governance, as there was a horse, a rider, a drummer posted at every Kos Minar and royal messages were relayed back. Forth with great speeds. Some historians believed that the Kos Minars were principally made to facilitate transportation and not communications. Kos Minar at Taran Taran Final Report Volumne IV-,A: Environment,Assessment and Management Plan (Rehabilitation Comiponienit) 4-3 Environment Enhancement Measures Design Concept The main design criteria of these Kos Minars was to protect them and enhance their scenic, historical and cultural value. Attractive landscape feature and tree plantation have been provided all along its periphery to make the site and aesthetic treatment has been done on these sites to make them visually more appealing. Further aesthetic / artistic treatment of the fencing and guardrails has also been done to achieve the same. Seating platforms have also been provided around these minars, which will act as resting place for highway users, pedestrians and community people. An information board has also provided within the site depicting the historical importance of these minars. 4.6 ENHANCEMENT FOR EDUCATIONAL INSTITUTIONS Educational Institution Criteria for Selection * Proximity to Project Road * Public demand and use * Willing of Authorities to enhancement measures * Road Safety * Institutions belonging to Government Design Concept Special safety provisions have been taken into account while planning for such sensitive areas. Boundary walls demarcating the site extents of these properties have also been incorporated separating it from other areas, thereby providing proper ambience for education of children. The site is dominated by soft landscape and character has been retained. Further informal seating under existing trees have also been planned for to continue with the concept of open air schools. The sites have also been furnished with prayer platforms with continuous rows of trees around it. 4.7 COMMUNITY PROPERTIES Criteria for Selection Proximity to road Extent of use by the community Improving roadside aesthetics * Comfort to road users Design Concept The inputs given by local communities during informal discussions and Public Consultations have been incorporated into the design. Boundary walls demarcating the site extents of these properties have also been provided. The sites have also been beautifically landscaped to enhance the visual quality of the place and to make these aesthetically significant and architecturally identifiable. 006 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 4-4 l I I I I Monitoring Measures 5 I I I I I I I I I I I I I I - -- .... . .. Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project 5. MONITORING MEASURES 5.1 ENVIRONMENTAL MONITORING PLAN The monitoring programme is devised to ensure that the envisaged purpose of the project is achieved and results in the desired benefit to the target population. To ensure the effective implementation of the EMP, it is essential that an effective monitoring programme be designed and carried out. Broad objectives of the monitoring programme are: 3 To evaluate the performance of mitigation measures proposed in the EMP & To suggest improvements in the management plans, if required * To satisfy the statutory and community obligations The monitoring progranime contains monitoring plan for all performance indicators, reporting formats and necessary budgetary provisions. Monitoring plan for perfornance indicators and reporting system is presented in the following sections. 5.1.1 Performance Indicators Physical, biological and environmental management components identified as of particular significance in affecting the environment at critical locations have been suggested as Performance Indicators (PIs). The Performance Indicators shall be evaluated under three heads as: I * Environmental condition indicators to determine efficacy of environmental management measures in control of air, noise, water and soil pollution; I Environmental management indicators to determine compliance with the suggested environmental management measures a Operational performance indicators have also been devised to determine efficacy and utility of the mitigation/enhancement designs proposed The Performance Indicators and monitoring plans prepared for Project Implementation are presented in Table 5.1. Table 5.1: Performance Indicators for Project Implementation Si. 1I No. Indicator Stage Responsibility A Environment Condition Indicator and Monitoring Plan Pre Construction CMU through approved monitoring agency I Air Quality Construction CMU through approved monitoring agency Operation PWD through approved monitoring agency Pre Construction CMU through approved monitoring agency 2 Noise Levels Construction CMU through approved monitoring agency - Operation PWD through approved monitoring agency Pre Construction CMU through approved monitoring agency 3 Water Quality Construction CMU through approved monitoring agency. Operation PWD through approved monitoring agency 4 Soil Quality Construction CMU through approved monitoring agency. Coseraction -- -_ Operation PWD through approved monitoring agency Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 - I Monitoring Measures No. Indicator Stage Responsibility B Environment Management Indicators and Monitoring Plan I Construction Camps Pre-construction CMU 2 Borrow Areas Pre-construction CMU 3 Tree Cutting Pre-construction Forest Department to CMU 4 Tree Plantation Construction Forest Department C Management and Operational performance Indicators 1 Survival Rate of Operation Forest Department/ PWD Trees 2 Status Regarding The PWD/PRBDB will be responsible for a Rehabilitation of Operation period of three years. Borrow Areas 3 Soil Erosion The PWD/PRBDB will be responsible for a period of three years. 5.1.2 Monitoring Parameters and Standards The Environmental monitoring of the parameters involved and the threshold limits specified are discussed below: Ambient Air Quality Monitoring (AAQM) The air quality parameters viz: Sulphur Dioxide (SO2), Oxides of Nitrogen (NOx), Carbon Monoxide (CO), Hydro-Carbons (HC), Suspended Particulate Matter (SPM), and Respirable Particulate Matter (RPM) shall be regularly monitored at identified locations from the start of the construction activity. The air quality parameters shall be monitored in accordance with the National Ambient Air Quality Standards as given in Annexure 5.1. The duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan Table 5.2, Specific details in Table 5.3 and Desired Monitoring and Reporting Process and Responsibilities details in Table 5.4. Noise Quality Monitoring The noise levels shall be monitored at already designated locations in accordance with the Ambient Noise Quality standards given in Annexure 5.2. The duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan Table 5.2 Specific details in Table 5.3 and Desired Monitoring and Reporting Process and Responsibilities details in Table 5.4. Water Quality Monitoring Water quality parameters such as pH, BOD, COD, DO coliform count, total suspended solids, total dissolved solids, Iron, etc. shall be monitored at all identified locations during the construction stage as per standards prescribed by Central Pollution Control Board and Indian Standard Drinking water specifications IS 10500, 1991, presented in Annexure 5.3 respectively. The duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan Table 5.2, Specific Monitoring details in Table 5.3 and Desired Monitoring and Reporting Process and Responsibilities details in Table 5.4. 5.1.3 Monitoring Plans for Environment Condition For each of the environmental components, the monitoring plan specifies the parameters to be monitored; location of the monitoring sites; frequency and duration of monitoring. The monitoring plan also specifies the applicable standards, implementation and supervising Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 -2 Consultancy Services for Project Preparatory Studies for Package II (Phase l) for Punjab State Road Sector Project responsibilities. The monitoring plan for the various environmental condition indicators of the project in construction and operation stages is presented in Table 5.2. Monitoring plan does not include the requirement of arising out of Regulation Provision such as obtaining NOC/ consent for plant site operation. Reporting System Reporting system provides the necessary feedback for project management to ensure quality of the works and that the program is on schedule. The rationale for a reporting system is based on accountability to ensure that the measures proposed as part of the Environmental Management Plan get implemented in the project. Reporting system for the suggested monitoring program operates at two levels as: Reporting for environmental condition indicators and environmental management indicators U Reporting for operational performance indicators at the CMU level. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 - 3 Monitoring Measures Table 5.2: Environmental Monitoring Plan Env. Monitoring Institutional Responsibility Component Project Stage . Parameters Special Guidance Standards Location Frequency Duration Implementation Supervision Pre SPM, RSPM, High volume Sampler to be Air (Prevention and Refer Table 5.3 Once before Continuous 24 CMU through "EO PRBDB" Construction S02, NOx, CO, located 40 m from the Control of Pollution) Start of Work hours/or for I approved Stage HC earthworks site downwind Act 1981 full working monitoring direction. Use method day agency specified by CPCB for analysis Construction SPM, RSPM, High volume sampler to be Air (Prevention and Refer Table 5.3 Thrice a year Continuous 24 CMU through Stage S02, NOx, CO, located 50 m from the plant in Control of Pollution) (April, October, hours/or for I approved "EO PRBDB" Air Quality HC the downwind direction. Use Act 1981 January) during full working monitoring method specified by CPCB for construction day agency analysis period, Operation SPM, RSPM, High volume Sampler to be Air (Prevention and Refer Table 5.3 Thrice a year Continuous 24 PWD through "EO PRBDB" Stage SO2, NOx, CO, located 40 m from the Control of Pollution) (April, October, hours/or for I approved HC earthworks site downwind Act 1981 January) during full working monitoring direction. Use method operation period day agency specified by CPCB for for a period of analysis two years, Pre pH, TSS, TDS, Grab sample collected from Water quality Refer Table 5.3 Once before Grab CMU through "EO PRBDB" Construction Turbidity, source and analyse as per standard by CPCB Start of Work Sample Approved Stage Hardness, Standard Methods for Monitoring Water Quality Coliform, BOD, Examination of Water and Agency COD, Oil & Wastewater Grease Construction pH, TSS, TDS, Grab sample collected from Water quality Refer Table 5.3 Thrice a year Grab CMU through "EO PRBDB" Stage Turbidity, source and analyse as per standard by CPCB (April, October, Sample Approved Hardness, Standard Methods for January) during Monitoring Coliform, BOD, Examination of Water and construction Agency COD, Oil & Wastewater period, Grease Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5-4 Consultancy Services for Project Preparatory Studies for Package 11 (Phase l) for Punjab State Road Sector Project Env. . . Monitoring Institutional Responsibility Component Project Stage - . Parameters Special Guidance Standards Location Frequency Duration lInplementation Supervision pH, TSS, TDS, Grab sample collected from Water quality Refer Table 5.3 Thrice a year Grab Sample PWD through "EO PRBDB" Turbidity, source and analyse as per standard by CPCB (April, October, Approved Hardness, Standard Methods for January) during Monitoring Coliform, BOD, Examination of Water and first two years Agency Operation COD, Oil & Wastewater of operation, Stage Grease Cleaning of Flooding locations to be Cleaning shall be Refer Twice in pre- CMU "EO PRBDB" drains/openings identified and choked drains, such that there is no Annexure 3.1 monsoon and of culvert water bodies under going obstruction to the post-monsoon siltation and subject to debris flow of water and to seasons. disposal should be monitored the Satisfaction of under cleaning operations PRBDB Pre L day equivalent Free field at I m from the Noise standards by Refer Table 5.3 Once Before the Reading to be CMU through "EO PRBDB" Construction L night equipment whose noise levels CPCB Start of Work taken at 15 approved Stage equivalent are being determined. seconds interval monitoring for 15 minutes agency every hour and then averaged Ld equivalent Free field at I m from the Noise standards by Refer Table 5.3 Thrice a year Reading to be CMU through "EO PRBDB" equipment whose noise levels CPCB (April, October, taken at 15 approved Construction are being determined. January) during seconds interval monitoring Noise Levels Stage construction for 15 minutes agency period every hour and then averaged Operation Noise levels on Equivalent Noise levels using Noise standards by Refer Table 5.3 Thrice a year Readings to be PWD through "EO PRBDB" Stage dB (A) scale an integrated noise level meter CPCB (April, October, taken at 15 Approved kept at a distance of 15 m January) during seconds interval Monitoring from edge of Pavement within Operation for 15 minutes Agency settlements period. every hour and I I I Ithen averaged. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 -5 Monitoring Measures Env. Monitoring Institutional Responsibility Component Project Stage Parameters Special Guidance Standards Location Frequency Duration Implementation Supervision Construction Loose soil in Visual Examination High Pre-monsoon CMU "EO PRBDB" Stage High Embankments and post- Embankment near river Beas in monsoon Kapurthala-Tarn seasons during Taran Road construction period. Soil Erosion Operation Loose soil in Visual Examination High Pre-monsoon PWD "EO PRBDB" Stage High Embankments and post- Embankment near river Beas in monsoon Kapurthala-Tam seasons for a Taran Road period of two years during operation. Soil Quality pH, Organic CPCB Standards Refer Table 5.3 Before the Start Grab Sample CMU through "EO PRBDB" Pre Carbon, of work Approved construction Alkanity, P205 Monitoring Conductivity Agencies Construction pH, Organic CPCB Standards Refer Table 5.3 Once in a year Grab Sample CMU through "EO PRBDB" stage Carbon, Approved Alkanity, P205 Monitoring Conductivity Agencies Operation pH, Organic CPCB Standards Refer Table 5.3 Once in a year Grab Sample PWD through "EO PRBDB" Stage Carbon, Approved Alkanity, P205 Monitoring Conductivity Agency Construction Monitoring of: The parameters mentioned are To the satisfaction of At storage area Quarterly CMU "EO PRBDB" Stage Storage Area further elaborated in the the PRBDB and the and construction during Construction Drainage reporting format Cl. These standards given in camps Construction Sites and Aragmns are to be checked for the reporting form. Period Construction Arrangements adequacy. Camps Sanitation in Construction Camps Construction Operations as Borrow area in Once in a month Visual CMU "EO PRBDB" Borrow Areas Stage per Guidelines of operation examination Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5-6 m - - - - - m- - - - - -- Consultancy Services for Project Preparatory Studies for Package II (Phase IJ)for Punjab State Road Sector Project Env. Monitoring Institutional Responsibility Component Project Stage Parameters Special Guidance Standards Location Frequency Duration Implementation Supervision Operation Operation Rehabilitation as Visual examination Closed Borrow Once in every Visual PWD "EO PRBDB" Stage per plan areas three month examnination Tree Plantation Operation Survival Rate Areas where Quarterly Count Forest "EO PRBDB" Stage Plantation was Department done Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 -7 Monitoring Measures Table 5.3: Monitoring Locations Environmental SI. No. Chainage (k) Location Remark ParameterII Chandigarh-Landran-Chuni-Sirhind Road I Location of Hot Mix Plants Air Quality 2 14.600 Landran Chowk Residential 3 25.500 Chuni Town Residential cum Commercial 4 43.900 Sirhind Town Residential cum Commercial I Labor camps site (Drinking Water) 2 Construction Sites (Drinking Water) 3 14.000 Landran Village Ground Water (Hand Pump) Water Quality 4 25.500 Chuni Town Ground Water (Hand Pump) 5 32.900 Joydapura Village Ground Water (Hand Pump) 6 12.300 Upstream and downstream of Surface Water Body Ibridge location. I Construction Yards 2 14.600 Landran Chowk Residential cum Commercial Noise Quality 3 25.500 Chuni Town Residential cum Commercial 4 41.900 Baba Banda Bhadur Singh, Residential cum Commercial Engineering College, Fatehgarh Sahib Soil I At three locations Along the Project Road (Agriculture Field and HMP site) Nagar-Aur-Rahon Road 1 Location of Hot Mix Plants 2 11.300 Raipur Raian Village Residential Air Quality 3 22.650 Aur Town (T Junction of Aur Residential cum Commercial & Nawa Sahar road) 4 33.100 Rahon Village Residential I Labor camps site (Drinking Water) 2 Construction Sites (Drinking Water) Water Quality 3 11.300 Raipur Raian Village Residential 4 18.100 Chakdana Village Residential 5 22.200 Aur Town Residential cum Commercial I Construction Yards Noise Quality 2 11.300 Raipur Raian Village Residential 3 18.100 Chakdana Village Residential 4 22.200 Aur Town Residential cum Commercial Soil I At three locations Along the Project Road (Agriculture Field and HMP site) Tarn Taran-Chabal-Attari Road I Location of Hot Mix Plants Air Quality 2 0.000 Tarn Taran Village Residential 3 13.600 Chabal Town Residential cum Commercial 4 39.100 Attari Village Residential I Labor camps site (Drinking Water) 2 Construction Sites (Drinking Water) 3 0.000 Tarn Taran Ground Water 4 13.600 Chabal Town Ground Water Water Quality 5 30.000 Rajatal Village Ground Water 6 18.75 Upstream and downstream of Surface Water bridge location 7 35.99 Upstream and downstream of Surface Water bridge location Noise Quality I Construction Yards 2 11.750 Chabal Road near Residential | (Radha Swami Satsang Beas) I Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5-8 Consultancy Services for Project Preparatory Studiesfor Package II (Phase l) for Punjab State Road Sector Project Environmental SI. No. Chainage (kin) Location Remark P aram eter _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 13.600 Chabal Town Residential cum Commercial 4 40.400 Attari Village Residential Soil 1 At three locations Along the Project Road (Agriculture Field and HMP site) Kapurthala-Fatehabad-Tarn Taran Road I Location of Hot Mix Plants 2 0.000 T junction of Kapurthala Commercial Air Quality Amritsar Chungi 3 29.700 Fatehabad Town Residential cum Conmmercial 4 39.900 BST Senior Secondary School, Residential Village, Sheikh Chowk I Labor camps site (Drinking Water) 2 Construction Sites (Drinking Water) 3 22.400 Amritpur Village Ground Water Water Quality 4 26.700 Govindwal Village Ground Water 5 29.700 Fatehabad Town Ground Water 6 41.00 Upstream and downstream of Surface Water bridge location I Construction Yards 2 0.000 T junction of Kapurthala Commercial Noise Quality Arnitsar Chungi 3 29.700 Fatehabad Town Residential cum Cormmercial 4 39.900 BST Senior Secondary School, Residential Village, Sheikh Chowk Soil 1 At three locations Along the Project Road (Agriculture Field and HMP site) Dhararnkot-Kot Ise Khan-Zira-Ferozepur Road I Location of Hot Mix Plants 2 0.300 Near Angel Heart School Residential cum Commercial Air Quality 3 17.150 Govt. High School, Talwandi Residential Jalle Khan, Village 4 24.600 Zira Town Residential cum Commercial I Labor camps site (Drinking Water) 2 Construction Sites (Drinking Water) Water Quality 3 0.300 Dharamkot Village Ground Water 4 9.500 Kot Ise Khan Village Ground Water 5 38.800 Kosa Dal Singh Village Ground Water 1 Construction Yards 2 0.300 Dharamkot Town Residential cum Commercial Noise Quality 3 17.150 Govt. High School, Talwandi Residential Jalle Khan, Village 4 24.600 Zira Town Residential cum Commercial Soil Quality I At three locations Along the Project Road (Agriculture Field and HMP site) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 -9 Monitoring Measures Table 5.4: Desired Monitoring and Reporting Process and Responsibilities Contractor TA Consultant CMU, PRBDB Reporting No. Item Stage Reporting to TA Supervision Reporting to C , Oversee Field Reporting to PRBDB to Consultant Monitoring EO,PRBDB World Bank P1 Identification for disposal Pre -construction One Time One Time One Time One Time One Time One Time P2 Setting up of Construction Camp Pre- construction One Time One Time One Time One Time One Time One Time P3 Establishment of Borrow areas Pre- construction Monthly Monthly Quarterly Quarterly Quarterly Quarterly P4 Establishment of HMP/ BMP Before start of construction One Time One Time One Time One Time One Time One Time Road Safety and Traffic P5 Management Pre- construction Monthly Monthly Monthly Monthly Quarterly Quarterly Mranagementfo Tepry P6 Arrangement for Temporary Pre- Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Land P7 Pollution Monitoring Pre- Construction Quarterly During Imimediately on Quarterly Quarterly Quarterly IMonitoring receipt of results QurelQatry Qatry P8 Tree cutting/Stump Removal During construction period Monthly Monthly Monthly Quarterly Quarterly Quarterly P9 Identification of Source of water Pre- construction One Time One Time One Time One Time One Time One Time for Construction CI Details of earth work During Construction period Monthly Monthly Monthly Quarterly Quarterly Quarterly C2 Details of Hot Mix Plant During Construction period Monthly Monthly Monthly Quarterly Quarterly Quarterly C3 Details of landfill locations/ During Construction period Monthly Monthly Monthly Quarterly Quarterly Quarterly C4 Details of Machlne i During Construction period Monthly Monthly Monthly Quarterly Quarterly Quarterly Operations C5 Redevelopment of borrow areas During construction period Monthly Monthly Monthly Quarterly Half Yearly Quarterly C6 Safety Check List During construction period Monthly Monthly Monthly Quarterly Half Yearly Quarterly C7 Accident Report During construction period After Accident After Immediat o n Quarterly Half Yearly Quarterly Accident receipt of report Qurtrl HafYal I urel Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5 - 10 m - -m- - m - - m m m m m m - Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project Contractor TA Consultant CMU, PRBDB Reporting Format from No. Item Stage Implementation and Reporting to CMU, Oversee Field Reporting to PRBDBto Reporting to TA Supervision PRBDB Compliance EO, PRBDB World Bank Consultant Monitoring C8 Pollution Monitoring During construction period Quarterly Duning Quarterly Quarterly Quarterly Quarterly ________Monitoring C9 Enhancement Measures During Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Restoration of Construction Sites Immediate after One Time One Time One Time One Time One Time Quarterly Construction 01 Pollution Monitoring During Operation Quarterly Quarterly Quarterly Monitoring of culvert opening Twice a year Twice a year 04 and longitudinal drains During Operation Pre and Post Pre and Post monsoon monsoon FORMS TO BE FILLED BY CMU/TA Form for keeping records of CMUI Consent obtained by contractor Construction Quarterly Quarterly Quarterly Half Yearly (To be filled by TA Consultant) CMU2 Checklist for Environment U Inspection CMU3 Summary Sheet (To be filled by Construction Quarterly Half Yearly CMU) The reporting formats are presented in the end of the EMP Document - .. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5- 11 I 1 I I I Implementation Arrangement6 I I 1 I I I I I I I I 'I i I I i i I i i i I i i Consultancv Sernices for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project 6. IMPLEMENTATION ARRANGEMENT 6.1 INSTITUTIONAL / IMPLEMENTATION ARRANGEMENTS The PRBDB is responsible for the effective implementation of all the management measures suggest in EMP and for this the organizational capacity of the PRBDB in environmental sector is to be streamlined & strengthened. To effectively oversee the project preparation and to ensure its timely implementation, Units (CMU) of PRBDB will to be formed. In view of Scope of work, activities involved and weak Strength of CMU viz a viz Environment. It is recommended that services of Environment Engineer be included in the scope of services of Technical Assistance Consultant for effective implementation of Environment Management Plan, who in turn will advice/assist the CMU on matters concerning environment. It is recommended that input of Environment Engineer be continuous during construction period for a period of 24 months. For speedy and smooth implementation of PSRSP following institutional arrangements are proposed at PRDB level and field level to manage and implement measures taken in Environment Management Plan (EMP). For implementation of EMP/ RAP, Environment Social Development and Resettlement Cell (ESDRC) should be set up in PRBDB. ESDRC shall be headed by by Deputy Project Director and will consist of Project Manager (Environment), Project Manager (Social), Project Manager (Co ordination) along with secretariat staff. This cell will report to Project Director for all matters pertaining to environmental and social issues. Figure 6.1: Institutional / Implementation Arrangements PRBDB Project Director ESDRC Deputy Project Director NODAL OFFICERS * Project Manager (Coordination) * Revenue Dept., etc. /t Project Manager (Environment) t */ *~ Project Mana er (Social)\ Environment **| NGO l Ofricer CIM Executive Engineer . *Sub Divisional Engineer Final Report Volume IV-A: Environment Assessment and Management Plan (Relhabilitation Component) 6 - I Implementation Arrangement Role and Duties of PRBDB * Responsible for overall project coordination and management * Interaction and Reporting to World Bank * Monitoring of Implementation of Environment Management Plan * Interaction with Contract Management Units (CMU), Technical Assistance Consultant (TA). * Advising TA (consultant) and CMU for environmental matters. • Effective implementation of EMP. * Interaction with nodal officers designated from other Govt. Departments e.g. Department of Forests, Punjab Pollution Control Board etc. for seeking clearance from respective departments. * Compilation of Data relating to implementation of Environment Management Plan. * Advising and suggesting corrective measures to adhere to time schedule for implementation of EMP. * Carry out verification Exercise for implementation of EMP with respect to modification (if required) for enhancement measures. Contract Management Unit For execution of civil works, Suitable numbers of Contract Management Units (CMU) will be created. Each CMU shall be headed by Executive Engineer who will be assisted by two/ three Sub Divisional Engineers and secretarial staff. CMU will supervise contractors engaged for execution of civil works under their jurisdiction. For implementation of EMP in each CMU all Sub Divisional Engineer will be given training regarding environmental issues and management measures and subsequently he will be responsible for successful implementation of EMP. Role and Duties of CMU CMU will be part of Joint Verification Exercise to be carried out by Head Office (PRBDB), CMU, Technical Advisory Consultant, Contractor's designated environment officer. Overall Supervision of implementation of Environment Management Plan Environmental Monitoring during Pre construction, Construction and operation Phase through approved Laboratory. Giving Consent for opening of Borrow areas, Quarry areas, Labor camps. Supervising the monitoring of Borrow areas, Quarry areas, labor camps Keeping records of all consents obtained by contractor. • Compilation of Data relating to implementation of Environment Management Plan * Filling of Summary Sheets * Reporting to Environment Social Development and Resettlement Cell * Approval of various plans prepared by contractor for implementation of Environment Management Plan. Technical Assistance Consultant In view of weak strength of Contract management Unit for implementation of Environment Management Plan, Nature and scope of activities involved in the construction. To strengenthen the CMU in matters relating to environment, it is suggested that Technical Assistance consultant should have one Environment cum Social expert, who will provide Technical advisory services to CMU on matters of environment and social. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 6-2 Consultancy Services for Project Preparatory Studies for Package If (Phase I) for Punjab State Road Sector Project Role and Duties of Technical Advisory Consultant Part of Joint Verification Exercise to be carried out by Head Office (PRBDB), CMU, Contractor's designated environment officer for review of EMP for modification in enhancement measures (if required) Assist and advise the CMU in matters relating to environment and social matters. Supervise the implementation of Environment Management Plan by contractor Develop Good Practices construction guidelines to assist contractor in implementation of Environment management Plan. Conduct Consultations programs with the stakeholders on regular basis in the Project area to get first hand information on the inconvenience caused to contractor's activities such as noise, debris disposal etc. Supervision for implementation of EMP To implement the effective management measures maintain Environmental reporting system Contractor Contractor will designate one engineer as environment officer for implementation of Environment Management Plan, who will be given training in Environment Measures. Role and Duties * Part of Joint Verification Exercise to be carried out by Head Office (PRBDB), CMU, Technical Assistance environment officer for review of EMP for addition / deletion of enhancement measures, measures to save trees. * Interaction with ESDRC, CMU, Technical Assistance Consultant. * Contractor's environment officer will be primarily responsible for implementation of Environment Management Plan. Filling of Reporting Format and submitting to Environment Officer of Technical Assistance Consultancy. Pollution Monitoring through approved monitoring agency. a Preparation of various plans for effective implementation of EMP as detailed out in Environment management Plan and submitting it for approval to Environment Officer of Technical Assistance Consultant. * Identification of Sites for Labor camps, Hot mix Plant, Batch Mix Plant, debris disposal filling up information and submission to Technical Assistance Consultant 6.2 TRAINING The basic objective of giving training to different Stakeholder is to enhance their capabilities for implementation of Environment Management and Monitoring Plan. It is recommended that training be given at least 4 times both offsite and on site * Before Start of Construction Work 3 During Construction > During Construction > During construction at site > Before de-mobilization of Contractor 3 Before Start of Monitoring Stage the training modules have been developed. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 6 6-3 Implementation Arrangement Table 6.1: Training Modules Mode of Environmental Aspects to Training Si. No. Training Recipients TrainMng be covered in training Conducting modules Agency SESSION-I (BEFORE START OF CONSTRUCTION WORK) Staff of PRBDB (Nodal Level), staff of TA Consultant, PWD/ Lecture Overview. Need and Value Module-I CMU engineers, Engineering Staff Sessions, of Environment TA Consultant of contractor and collaborating and discussion Assessment Government agencies Staff of PRBDB (Nodal Level), Lecture Institutional Set Up Module-lI staff of TA Consultant, PWD/ Sessions, Role and Responsibility of TA Consultant Modle-1 CU eginers Eninerin Stff Workshops & Stake Holders and of contractor and collaborating Presentation Contractual obligations Government agencies. Staff of PRBDB (Nodal Level) OveraIl generic involved in the project, staff of TA Lecture Environment Issues Module-III involved in construction, Sessions, Regulations & Statuary TA Consultant invoved in onsructon, Worshos & requirements and contractor, and collaborating Presentation Mitigation Measures Government agencies SESSION -II Staff of PRBDB (Nodal Level), Project related Project staff of TA Consultant, PWD / Lectures; related environmental TA Consultant Module-TV CMU engineers, Engineering Staff Demonstration isusadmtgioTACnlat of contractor and other concerned sessions issues agencies. measures Staff of PRBDB (Nodal Level), Group Environmentally Sound staff of TA Consultant, PWD / Discussions Construction Management Module-V CMU engineers, Engineering Staff and action & Environmentally, TA Consultant of contractor. plan for the Sustainable operations of project Highways Staff of PRBDB (Nodal Level), Lectures, Supervision and Module-VI staff of TA Consultant, PWD / e rgGroup Monitoring, Reporting TA Consultant of contractor. Module for Training during Construction Staff of PRBDB (Nodal Level) Implementation of involved in the project, staff of TA Lecture Environment Management Consultant, PWD engineers Sessions, Plan, Environmental TA Consultant Module-I involved in construction, contractor Presentation & Friendly Construction Workshops Methodology and Workers Safety during Construction Staff of PRBDB (Nodal Level) Lecture Interactive discussion Module-II involved in the project, staff of TA Sessions, Monitoring and Reporting TA Consultant Consultant, PWD engineers Workshops & System involved in construction, contractor Presentation Module for Training during Construction at Site PWD / CMU engineers, Staff of Lecture TA Consultant, All Staff of Sessions, Environmental Friendly Module-I contractor Workshops & Construction Methodology TA Consultant cotatrWrkshopstio and Workers Safety Presentation Module-II PWD I CMU engineers, Staff of Practical on Safety Practices TA Consultant, All Staff of Site TA Consultant contractor.III Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 6 -4 Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Mode of Environmental Aspects to Training SI. No. Training Recipients Training be covered in training Conducting Triigmodules Agency Module for Training before Contractor Demobilization Module-I PRBDB Staff, PWD/ CMU Lecture, engineers, Staff of TA Consultant, Presentation Restoration of Site TA Consultant Engineering Staff of Contractor. Sessions Module-l1 PRBDB Staff, PWD/ CMU Lecture engineers, Staff of TA Consultant, Sessions, Engineering Staff of Contractor Presentation, Reporng Formats for TA Consultant Workshop and Restoration lesson learned After Construction before Start of Monitoring Module-I PRBDB Staff, PWD/ CMU Lecture engineers Sessions, Presentation Environment Monitoring TA Consultant and Workshop Module-1l PRBDB Staff, PWD/ CMU Lecture engineers Sessions, Reporting Formats TA Consultant Presentation, Workshop I*0 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 6-5 I I i i Ii II II I I I I Cost Estimate l I I I I I I I I I I I I I I II i i i I I i i i f f i i I Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project 7. COST ESTIMATE A detailed cost estimate has been prepared based on the mitigative and monitoring measures suggested in Environment Management Plan. To the extent possible mitigative measures have been made a Bill of Quantity item, the bill number 12 of BOQ explicitly contains environment items, but many of the works are incidental as detailed out in Environment Management Plan, which also includes following: 1. Borrow Area Rehabilitation 2. Management of labor camps as detailed in Environment Management Plan 3. Debris disposal generated during construction 4. Maintenance of Haul Roads 5. Quarry re-development plan 6. Traffic Management Plan during Construction 7. Site Restoration. The summary of the Environment budget for different road is as follows: 7.1 ENVIRONMENT BUDGET Summary of Environment Budget is given Table 7.1 and corridor wise specific budget details is given Table 7.2 to 7.6. and Training Budget in Table 7.7. One vehicle in required for Environment Officer of PRBDB cost of which is included Environment Budget of Upgradation Package. Table 7.1 Corridor wise Summary of Enviromnent Budget COST (Rs.) C-L-C-S N-A-R T-C-A K-F-T D-K-Z-F TOTAL Forest clearance 9724000.00 9570000.00 9969300.00 12925000.00 15125000.00 57313300.00 Mitigation 184756.00 167706.00 179956.00 192206.00 143206.00 867830.00 Monitoring 602500.00 631000.00 638500.00 633500.00 635000.00 3140500.00 Enhancement 1007260.00 762000.00 1125610.00 1569980.00 638255.00 5103105.00 Total 11518516.00 11130706.00 11913366.00 15320686.00 16541461.00 66424735.00 Contingency 575925.80 556535.30 595668.30 766034.30 827073.05 3321236.75 Total 12094441.00 11687241.30 12509034.30 16086720.30 17368534.00 69745970.95 Say 12094450.00 11687250.00 12509050.00 16086750.00 17368550.00 69746050.00 Training - - - - - 2850000.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 7-1 Cost Estimate Table 7.2: Environment Budget of Chandigarh-Landran-Chuni-Sirhind Road iNo. [ Component Stage Item Unit Unit Cost Quantity Total cost (Rs.) (A) Forest Clearance Pre- Compensatory Afforestation Ha 90000.00 12.27 1104300.00 Construction 2 Net Present Value Ha 920000.00 6.135 5644200.00 (A) Forest Clearance 6748500.00 (B) MITIGATION 3 Combined oil & Sedimentation chambers No. 43200.00 2 86400.00 4 Silt Fencing metre 1225.00 40 49000.00 Construction 5 Flora Oil Interceptors at Vehicle parking areas No. 2602.00 3 7806.00 6 Median Plantation km 30000.00 1.385 41550.00 (B) Mitigation cost 184756.00 (C) MONITORING 7 Monitoring along the road where base line is to No. of 5000.00 At 2 Locations once before start of 10000.00 be established Samples construction Pre Construction Monitoring at Hot mix plant and batching plant No. of At 2 Locations once before start of 8 sites for establishing baseline before 5000.00 construction 10000.00 establishment of plants At 3 locations, thrice in a year for a 9 Air Quality Monitoring along the road No. of 5000.00 period of 1.5 years (Total 3x5=15 75000.00 CosrcinSamples Samples) 10 Monitoring at Hot mix plant and batch plant Swnples 5000.00 -At 2 locations thrice in a year for 1.5 50000.00 Monitoring along the road at locations where No. of At 3 locations, thrice in a year for a Operation Monitoring alone roadcatructions Samples 5000.00 period of two years (Total 3x3x2 = 18 90000.00 monitoring was done during constructions Samples samples) 12 Water Quality Monitoring along the road where base line is to No. of 4000.00 At 2 Locations once before start of 8000.00 Pre construction be established Samples construction Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 -2 m - m - m m m m m m Consultancy Services for Project Preparatory Studies for Package II (Phase I) for Punjab State Road Sector Project Si. Component Stage Item unit Unit Cost Quantity Total cost (Rs.) No. (Rs.) 13 Drinking water quality monitoring ot labour No. of 4000.00 At 2 location, Thrice in a year for 40000.00 camps/ works site Samples 1.5years (Total 2x5=10 samples) Construction 14 Monitoring along the road No. of 4000.00 At 3 location, Thrice in a year for 1.5 60000.00 Samples years (Total 3x5=15 Samples) 15 Operation Monitoring along the road at locations where No. of 4000.00 At 3 locations thrice in a year for two 72000.00 monitoring was done during constructions Samples years (Total 3x3x2 = 18 samples) 16 Monitoring along the road where base line is to No. of 1500.00 At I location before the start of 1500.00 be established Samples construction Pre construction 17 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 location before the start of 3000.00 plant Samples construction 18 Noise Quality Monitoring along the road where base line is to No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 be established Samples years (Total 2x5 =10 Samples) Construction 19 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 plant Samples years (Total 2x5 =10 Samples) 20 Operation Monitoring along the road at locations where No, of 1500.00 At 3 locations, Thrice in a year for 2 27000.00 monitoring was done during constructions Samples years (Total 3x3x2 =18 Samples) 21 Monitoring along the road No of 3000.00 Once at three location for establishing 9000.00 Samplesbaseline (Total 1 x 3 = 3 Samples) Pre construction 6000.00 22 Monitoring at hot mix Ilat ad bathin Iln No of 3000 g o plan a atchng plat Samples 3000.00 Once at two location for establishing baseline (Total I x 2 = 2 Samples) 23 Soil Quality Monitoring along the road No of 3000.00 At 3 location, Thrice in a year for 1.5 45000.00 Samples years (Total 3 x5 =15 Samples) Construction . 24 Monitoring along hot mix plant and batch plant No of 3000.00 At 2 locations, thrice in a year for 1.5 30000.00 Samples years (Total 2x5 = 10 samples) ________ 25 Operation Monitoring along the Road No. of 3000.00 At 3 locations thrice in a ye)r for 2 54000.00 Samples years (Total 3x3x2= 1 8 (samples) ________ (C)- Monitoring Costs 620500.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-3 Cost Estimate No. Component Stage Item Unit Unit Cost f Quantity Total cost (Rs.) (D) ENHANCEMENT 26 Enhancement Sites Enhancement of Gurudwara No. 174660.00 1 174660.00 (1) Construction Enhancement Sites 27 (2) Construction Enhancement of Temple No. 130800.00 1 130800.00 28 Enhancement Site Enhancement of Gurudwara No. 298800.00 1 298800.00 (3) Construction Ehneeto uuwr 29 Enhancement Sites Enhancement of educational institutes 200000.00 (4) Construction Accesses Enhancement Sites 138000.00 30 (5) Construction Vegetative Screen Barrier No 46000.00 3 31 Enhancement Sites Bus bays No 5000.00 9 45000.00 Enhancement Sites 32 (7) Construction Waste Water Ponds No 10000.00 2 20000.00 (D)- Enhancement 1007260.00 SUMMARY OF COST (A) Forest Clearance 6748500.00 (B) Mitigation cost 184756.00 (C)- Monitoring Costs 602500.00 (D)- Enhancement 1007260.00 Total 8543016.00 Contingency @ 5% 427150.80 Total Cost 8970166.80 Say 8970200.00 Rs Eighty Nine Lacs Seventy Thousand Two Hundred only. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-4 m - m - m m m m m Consultancy Services for Project Preparatory Studies for Package 11 (Phase I)for Punjab State Road Sector Project Table 7.3: Environment Budget of Nagar-Aur-Rahon Road SI' Component Stage Item Unit Unit Cost ( Quantity Total Cost (A) Forest Clearance 1 re- Compensatory Afforestation Ha 90000.00 32.42 2917800.00 2 Net Present Value Ha 920000.00 16.21 14913200.00 (A) Forest Clearance 17831000.00 (B) MITIGATION 3 Combined oil & Sedimentation chambers No. 43200.00 2 86400.00 4 Oil Interceptors at Vehicle parking areas No. 2602.00 3 7806.00 5 Silt Fencing M 1225.00 60 73500.00 (B) Mitigation cost 167706.00 (C) MONITORING 6 Monitoring along the road where base line is to be No. of 5000.00 At 2 Locations once before start of 10000.00 established Samples construction - Pre Construction Monitoring at Hot mix plant and batching plant No. of At 2 Locations once before start of 7 sites for establishing baseline before Samples 5000.00 construction 10000.00 establishment of plants At 3 locations, thrice in a year for a 8 Air Quality Monitoring along the road No. of 5000.00 period of 1.5 years 75000.00 Samplestion(Total 3x5 = 15 Samnples) - Construction 9 Monitoring at Hot mix plant and batch plant No. of 5000.00 At 2 locations thrice in a year for 1.5 50000.00 Samnples years (Total 2x5 =10 Samnple) ________ At 3 locations, thrice in a year for a 10 Operation Monitoring along the road at locations where No. of 5000.00 period of two years (Total 3x3x2=18 90000.00 monitoring was done during constructions Samples samples) At 2 Locations once before start of 11 Water Pre Monitoring along the road where base line is to be No. of 4000.00 construction 8000.00 Quality construction established Samples Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-5 Cost Estimate No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost 12Drinking water quality monitoring ot labour No. of At 3 location, Thrice in a year for 12 camps/ works site Samples 4000.00 1.5years (Total 3x5 = 15 samples) 40000.00 Construction 13 Monitoring along the road No. of 4000.00 At 3 location, Thrice in a year for 1.5 60000.00 Samples years(Total 3x =15 Samples) 14 Operation Monitoring along the road at locations where No. of 400000 At 3 locations thrice in a year for two - monitoring was done during constructions Samples years (Total 3x3x2 = 18 samples) 72000.00 At 3 location before the start of 15 Monitoring along the road where base line is to be No. of 1500.00 construction 4500.00 Pre established Samples construction . . 16 Monitoring at the Hot mix plant and Batch plant No. of 1500.00 At 2 locations before establish of work 3000.00 Samnples 17 Noise Quality Monitoring along the road No. of 1500.00 At 3 location, Thrice in a year for 1.5 22500.00 17Mntrn ln h odSamples 50.0 years (Total 3x5 =15 Samples) 2500 Construction 18 Monitoring at the Hot mix plant and Batch plant No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 Sw-ples years (Total 2x5 =10 Samples) Operation Monitoring along the road at locations where No, of 1500.00 At 3 locations, Thrice in a year for 2 27000.00 monitoring was done during constructions Samples years (Total 3x3x2 =18 Samples) 20 Monitoring along the road No of 3000.00 Once at three location for establishing 9000.00 Pre Samples baseline (Total 1 x 3 = 3 Samples) construction No of Once at two location for establishing60.0 21 Monitoring at hot mix plant and batching plant Samples 3000.00 baseline (Total I x 2 = 2 Samples) 6000.00 22 Soil Quality Monitoring along the road No of 3000.00 At 3 location, Thrice in a year for 1.5 45000.00 Samples years (Total 3 x5 =15 Samples) Construction 23 Monitoring along hot mix plant and batch plant No of 3000.00 At 2 locations, thrice in a year for 1.5 30000.00 Samples years (Total 2x5 = 10 samples) 24 Operation Monitoring along the Road No. of 3000.00 At 3 locations thrice in a year for 2 54000.00 Samples years (Total 3x3x2 = 18 samples) .(C)- Monitoring Costs 631000.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-6 Consultancy Services for Project Preparatory Studies for Package n1 (Phase I)for Punjab State Road Sector Project No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost (D) ENHANCEMENT 25 Enhancement 5 Sites () Construction Enhancement of Cremation Ground No. 175000.00 1 175000.00 26 Enhancement Sites (2) Construction Enhancement of Temple No. 156000.00 1 156000.00 27 Enhancement200.0 27 e 3 ontuto Enhancement of educational institutes Accesses No.200.0 Sites (3) Construction Enhancement 28 Sites (4) Construction Enhancement of Bus Bays L.S. 5000.00 7 35000.00 29 Enhancement : Sites (5) Construction Village Entry No 65000.00 130000.00 30 Enhancement Sites (6) Construction Sitting Arrangement No 18000.00 2 36000.00 31 Enhancement No 10000.00 3 30000.00 Sites (7) Construction Waste Water Pond (D)- Enhancement 762000.00 SUMMARY OF COST (A) Forest Clearance 17831000.00 (B) Mitigation cost 167706.00 (C)- Monitoring Costs 631000.00 (D)- Enhancement 762000.00 Total 19391706.00 Contingency @ 5% 969585.30 Total Cost 20361291.30 Say 20361300.00 Rupees Two Crore Three lacs Sixty one Thousand and three hundred only Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-7 Cost Estimate Table 7.4: Environment Budget of Tarn Taran-Chabal-Attari Road No. Component Stage [ Item Unit Unit Cost (Rs.) Quantity Total Cost (Rs) (A) Forest Clearance I Pre-Construction Compensatory Afforestation Ha. 90000.00 | 29.06 2615400.00 2 Net Present Value Ha 920000.00 | 14.53 13367600.00 (A) Forest Clearance 15983000.00 (B) MITIGATION 3 Combined oil & Sedimentation chambers No. 43200.00 2 86400.00 4 Oil Interceptors at Vehicle parking areas No. 2602.00 3 7806.00 5 Silt Fencing m 1225.00 70 85750.00 (B) Mitigation cost 179956.00 (C) MONITORING 6 Monitoring along the road where base line is No. of 5000.00 At 3 Locations once before start of 15000.00 to be established Samples construction Pre Construction Monitoring at Hot mix plant and batching No. of At 2 Locations once before start of 7 plant sites for establishing baseline before Samples 5000.00 construction 10000.00 establishment of plants At 3 locations, thrice in a year for a 8 Air Quality Monitoring along the road No. of 5000.00 period of 1.5 years (Total 3 x5 = 15 75000.00 Construction Samples) 9 Monitoring at Hot mix plant and batch plant No f5000.00 At2lctosdiei erfr15 50000.00 Sarmples years (Total 2x5 =10 Sample) At 3 locations, thrice in a year for a to Operation Monitoring along the road at locations where No. of 5000.00 period of two years (Total 3x3x2 90000.00 monitoring was done durng constructons Samples 18 samples) Water Quality Pre construction Monitoring along the road where base line is No. of 4000.00 At 3 Locations once before start of 12000.00 to be established Samples construction 1 C Drinking water quality monitoring of labour No. of At 3 location, Thrice in a year for 40000.00 12 Constructon camps/ works site Samples 4000.00 1.5years (Total 3x5 = 15 samples) 40000_00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7-8 mmm mm m m m m - m m m m m m Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project SI. No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost (Rs) 13 Monitoring along the road No. of 4000.00 At 3 location, Thrice in a year for 1.5 60000.00 Samples years(Total 3x5 =15 Samples) 14 Operation Monitoring along the road at locations where No. of At 3 locations thrice in a year for - - monitoring was done during constructions Samples 4000.00 two years (Total 3x3x2 = 18 72000.00 _______________samples) 15 Monitoring along the road where base line is No.Sof 1500.00 At 2 location before the start of 3000.00 Pr osrcin to be established Samples 10.0 constnuction Pre construction 16 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 locations before establish of 3000.00 _________plant Samples work 17 Noise Quality Monitoring along the road No. of 1500.00 At 3 location, Thrice in a year for 1.5 22500.00 Construction Samples years (Total 3x5 =15 Samples) 18 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 plant Samples years (Total 2x5 =10 Samples) No, of At 3 locations, Thrice in a year for2 19 Operation Monitoring along the road at locations where No,pofs1500.00 years 27000.00 monitoring was done during constructions Samples (Total 3x3x2 =18 Samples) No of Once at three location for 20 Monitoring along the road Samples 3000.00 establishing baseline 9000.00 Pre construction (Total I x 3 = 3 Samples) 21Monitoring at hot midx plant and batching No of Once at two location for establishing 2 1 plant Samples 3000.00 baseline Quality (Total I x 2 = 2 6000.00 ____ ___ ___ ____ ___ ___ ____ ___ _______ ___ ___ ___ S am ples) No of At 3 location, Thrice in a year for 1.5 22 Soil Quality Monitoring along the road Samples 3000.00 years Quality Quality (Total 3 x5 45000.00 Construction Monitoring along hot mix plant and batch No of At 2 locations, thrice in a year for 23 patSmls 3000.00 1.5 years 30000.00 plI ape (Total 2x5 = 10 samples) No. of At 3 locations thrice in a year for 2 24 Operation Monitoring along the Road Samples 3000.00 years 54000.00 -____ .__ ._.______(Total 3x3x2 = 18 samples) (C)- Monitoring Costs 638500.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 -9 Cost Estimate NoS Component Stage Item [ Unit Unit Cost (Rs.) | Quantity Total Cost (Rs) (D) ENHANCEMENT 25 Enhancement Sites Construction Enhancement of School No. 31375.00 1 31375.00 (1) 26 Enhancement Sites Construction Enhancement of Gurudwara No. 135000.00 1 135000.00 27 Enhancement Sites Construction Enhancement of Crematorian Ground No. 289235.00 1 289235.00 .(3) 28 Enhancement Sites Construction Enhancement of Kos Minar No. 125000.00 2 250000.00 (4) 29 Enhancement Sites Construction Access to Educational Institution L.S. 200000.00 1 200000.00 (5 ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 30 Enhancement Sites Construction Bus Bays No 5000.00 20 100000.00 (6) _ _ _ _ _ _ _ _ 31 Enhancement Sites Construction Sitting Arrangement No 18000.00 5 90000.00 _ _ _(7) - 32 Enhancement Sites Construction Waste Water Pond No 10000.00 3 30000.00 (D) Enhancement 1125610.00 SUMMARY OF COST (A) Forest Clearance 15983000.00 (B) Mitigation cost 179956.00 (C)- Monitoring Costs 638500.00 (D)- Enhancement 1125610.00 Total 17927066.00 Contingency @ 5% 896353.30 Total Cost 18823419.30 Say 18823500.00 One Crore Eighty Eight Lacs Twenty ThreeThousand and Five Hundred only. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7- 10 m- m - -- - - m m m m - m - m - Consultancy Services for Project Preparatory Studies for Package /I (Phase 1) for Punjab State Road Sector Project Table 7.5: Environment Budget of Kapurthala-Fatehabad-Tarn Taran Road No | Component Stage Item Unit Urnt cost Quantity Total cost (Rs) (A) Forest Clearance 1t Compensatory Afforestation Ha. T 90000.00 62.78 5650200.00 IPre-Construction . 2 Net Present Value Ha 920000.00 31.39 28878800.00 . (A) Forest Clearance 34529000.00 (B) MITIGATION 3 Combined oil & Sedimentation chambers No. 43200.00 2 86400.00 4 Oil Interceptors at Vehicle parking areas No. 2602.00 3 7806.00 5 Silt Fencing m 1225.00 80 98000.00 (B) Mitigation cost 192206.00 (C) MONITORING 6 Monitoring along the road where base line is No. of 5000.00 At 2Locations once before start of 10000.00 to be established Samples construction Pre Construction Monitoring at Hot mix plant and batching No. of At 2 Locations once before start of 7 plant sites for establishing baseline before Samples 5000.00 construction 10000.00 establishment of plants No. of At 3 locations, thrice in a year for a 8 Air Quality Monitoring along the road Samples 5000.00 period of 1.5 years 75000.00 ConstAuction M o amples (Total 3x5=15 Samples) 9 Monitoring at Hot mix plant and batch plant No. of 5000.00 At 2 locations thrice in a year for 1.5 50000.00 Samples years (Total 2x5 =10 Sample) 10Oeain Monitoring along the road at locations where No. of 50.0 At 3 locations, thrice in a year for a 9000 10 Operation monitoring was done during constructions Samples 5000.00 period of two years 90000.00 ____ ___ ___ ____ ___ ___ ____ ___ ___(Total 3x3x2 = 18 samples) 11 Water Quality Pre construction Monitoring along the road where base line is No. of 4000.00 At 3 Locations once before start of 12000.00 to be established Samples construction 12 Construction Drinking water quality monitoring of labour No. of 4000.00 At 3 location, Thrice in a year for 40000 . camps/ works site Samples 4 . 1.5years (Total 3x5 = 15 samples) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7- 11 Cost Estimate No. Component Stage Unit Unit cost Quantity Total cost (Rs) No.__Item_Unit (Rs.)QuniyTtlcs(R 13 Monitoring along the road No. of 4000.00 At 3 location, Thrice in a year for 1.5 60000.00 _________Samples years (Total 3x5 =15 Samples) 14 Operation Monitoring along the road at locations where No. of 4000.00 At 3 locations thrice in a year for two 72000.00 monitoring was done during constructions Samples years (Total 3x3x2 = 18 samples) 15 Monitoring along the road where base line is No. of 1500.00 At 2 location before the start of to be established Samples construction Pre construction 16 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 locations before establish of work 3000.00 plant Samples 17 Noise Monitoring along the road No. of 1500.00 At 3 location, Thrice in a year for 1.5 22500.00 CosrcinSamples years (Total 3x5 =15 Samples) Construction 18 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 - plant Samples years (Total 2x5 =10 Sarnples) 19 Operation Monitoring along the road at locations where No, of 1500.00 At 3 locations, Thrice in a year for 2 27000.00 monitoring was done during constructions Samples years (Total 3x3x2 =18 Samples) 20 Monitoring along the road SrNope 3000.00 Once at three location for establishing 9000.00 2Moioigaogtera.Samples 30.0 baseline (Total 1 x 3 = 3 Samples) Pre construction 21 Monitoring at hot mix plant and batching plant No of 3000.00 Once at two location for establishing 6000.00 ________Samples baseline (Total 1 x 2 = 2 Samples) 22 Soil Monitoring along the road No of 3000.00 At 3 location, Thrice in a year for 1.5 45000.00 ____________________ Samples years (Total 3 x5 =15 Samples) Construction 23 Monitoring along hot mix plant and batch Samples 3000.00 At 2 locations, thrice in a year for 1.5 30000.00 plant__Samples__years (Total 2x5 = 10 samples) 3000 24 Operation Monitoring along the Road No. of 3000.00 At 3 locations thrice in a year for 2 years 54000.00 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Samnples (Total 3x3x2 =18 samnples) (C)- Monitoring Costs 633500.00 (D) ENHANCEMENT 25 Enhancement Sites Construction Enhancement of Gurudwara No. 853980.00 1 853980.00 26 Enhancement Sites Construction Enhancement of Mazaar No. 145000.00 1 145000.00 _____ ~~(2) Cntuto nacmn fMza Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 - 12 -- - m - Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project No. Component Stage Item Unit Unit cost Quantity Total cost (Rs) Enhancement Sites 27 Enace3t ie Construction Enhancement of Educational Institutes L.S. 200000.00 200000.00 28 Enhancement Sites Construction Bus Bays No. 5000.00 24 120000.00 29 Enhancement Sites Construction Sitting Arrangement No. 18000.00 2 36000.00 (5) 30 Enhancement Sites Construction Kos Minars No. 125000.00 1 125000.00 31 Enhancement Sites Construction Vegitative Barrier No. 46000.00 1 46000.00 32 Enhancement Sites Construction Ponds No. 24000.00 1 24000.00 (8) 33 Waste Water Pond 10000.00 2 20000.00 (D)- Enhancement 1569980.00 SUMMARY OF COST (A) Forest Clearance 34529000.00 (B) Mitigation cost 192206.00 ©- Monitoring Costs 633500.00 (D)- Enhancement 1569980.00 Total 36924686.00 Contingency @ 5% 1846234.30 Total Cost 38770920.30 Say 38770100.00 Rupees Three Crores Eighty Seven lac Seventy thousand and One Hundred only. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7- 13 Cost Estimate Table 7.6: Environment Budget of Dharamkot-Kot Ise Khan-Zira-Ferozepur Road SI. No. | Component Stage Item Unit Unit Cost (Rs.) j Quantity Total Cost (A) Forest Clearance I Pre- Compensatory Afforestation Ha. 90000.00 53.46 4811400.00 2 Construction Net Present Value Ha 920000.00 26.73 24591600.00 (A) Forest Clearance 29403000.00 (B) MITIGATION 4 Combined oil & Sedimentation chambers No. 43200.00 2 86400.00 Pre-construction Water Quality Oil Interceptors at Vehicle parking areas No. 2602.00 3 7806.00 6 Silt Fencing metre 1225.00 40 49000.00 (B) Mitigation cost 143206.00 © MONITORING 7 Monitoring along the road where base line is No. of 5000.00 At 2 Locations once before start of 10000.00 to be established Samples construction Pre Construction Monitoring at Hot mix plant and batching No. Of At 2 Locations once before start of 8 plant sites for establishing baseline before Samples 5000.00 construction 10000.00 establishment of plants No. of At 3 locations, thrice in a year for a 9 Air Quality Monitoring along the road No.pofs5000.00 period of 1.5 years (Total 3 x5 = 15 75000.00 Construction 10 Monitoring at Hot mix plant and batch plant No of 5000.00 At 2 locations thrice in a year, for 1.5 50000.00 Samples years (Total 2x5 =10 Sample) Monitoring along the road at locations where No. of 5At 3 locations, thrice in a year for a 11Opeatin Monitoring wasldonghe durig cstrocations where mNo.f 50000period of two years 90000.00 1Operaton monitoring was done during constructions Samples .(Total 3x3x2 = 18 samples) 12 Water Quality Prc construction Monitoring along the road where base line is No. of 4000.00 At 3 Locations once before start of 12000.00 Wto be established Samples construction Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 - 14 Consultancy Services for Project Preparatory Studies for Package 11 (Phase I) for Punjab State Road Sector Project Si. No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost 13 Drinking water quality monitoring to labour No of 4000.00 At 3 location, Thrice in a year for 40000.00 camps/ works site Samples .5years (Total 3x5=15 samples) Construction. 14 Monitoring along the road No. of 4000.00 At 3 location, Thrice in a year for 1.5 60000.00 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Samples years (Total 3x5=15 Samples) 15 Operation Monitoring along the road at locations where No. of 40.0 A oain hiei erfr 7000 Operatio monitoring was done during constructions Samples 4000.00 two years (Total 3x3x2i18 sarples) 16 Monitoring along the road where base line is No. of 1500.00 At 2 location before the start of 4500.00 to be established Samples construction Pre construction - 17 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 locations before establish of 3000.00 plant Samples work 18 Noise Quality Monitoring along the road No. of 1500.00 At 3 location, Thrice in a year for 1.5 22500.00 CosrcinSamples years (Total 3x5 =15 Samples) Construction 19 Monitoring at the Hot mix plant and Batch No. of 1500.00 At 2 location, Thrice in a year for 1.5 15000.00 plant Samples years (Total 2x5 =10 Samples) 20 Operation Monitoring along the road at locations where No, of 1500.00 At 3 locations, Thnce in a year for 2 27000.00 _____monitoring was done during constructions Samples1500 At3lciosThcena years foral2 27000.00mles Once at three location for 21 Monitoring along the road Nople 3000.00 establishing baseline 9000.00 Pre construction (Total I x 3 = 3 Samples) 22 Monitoring at hot mix plant and batching plant No of 3000.00 Once at two location for establishing 6000.00 Samples baseline (Total 1 x 2 = 2 Samples) 23 Soil Quality Monitonng along the road No of 3000.00 At 3 location, Thrice in a year for 1.5 45000.00 MntrnalnthrodSamnples 30.0 years(Total 3 x5 =15 Samples) 4000 Construction 24 Monitoring along hot mix plant and batch No of 3000.00 At 2 locations, thrice in a year for 30000.00 plant Samples 1.5 ycars(Total 2x = 10 samples) 25 Operation Monitoring along the Road No. of 3000.00 At 3 locations thrice in a year for 2 54000.00 _______________Samples years (Total 3x3x2 = 18 samples) (C) Monitoring Costs 635000.00 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7 - 15 Cost Estimate SI. No. Component Stage Item Unit T Unit Cost (Rs.) Quantity Total Cost (D) ENHANCEMENT 26 Enhancement Sites (1) Construction Enhancement of Primary School No. 113705.00 1 113705.00 27 Enhancement Sites (2) Construction Enhancement of Temple No. 158550.00 1 158550.00 28 Enhancement Sites (3) Construction Access to Educational Institutes L.S. 200000.00 29 Enhancement Sites (4) Construction Bus Bays No. 5000.00 20 100000.00 30 Enhancement Sites (5) Construction Sitting Arrangement No. 18000.00 2 36000.00 31 Enhancement Sites (6) Construction Waste Water Pond No. 10000.00 3 30000.00 (D)- Enhancement 638255.00 SUMMARY OF COST (A) Forest Clearance 29403000.00 (B) Mitigation cost 143206.00 (C)- Monitoring Costs 635000.00 (D)- Enhancement 638255.00 Total 30819461.00 Contingency @ 5% 1540973.05 Total Cost 32360434.05 SAY 32360500.00 Rs Three Crore Twenty three lacs Sixty Thousand and five hundred only. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7- 16 -- -- - - --- - -- - - -- m - - - - Consultancy Services for Project Preparatory Studies for Package II (Phase I)for Punjab State Road Sector Project Table 7.7 Training Budget No. Component Item Unit cost (Rs.) Quantity Total cost (Rs.) I Training at HO, PRBDB 1,50,000.00 1 1,50,000.00 2 Training Before Construction at CMU (5 nos.) 1,50,000.00 5 7,50,000.00 3 Training Training during construction at CMU (5 nos.) 1,40,000.00 5 7,00,000.00 5 Training Before Demobilization of site at CMU (5 Nos.) 1,40,000.00 5 7,00,000.00 6 Training during operation stage at CMU (5nos.) 1,10,000.00 5 5,50,000.00 Total (Rs.) 28,50,000.00 Rupees Twenty-Eight Lacs and Fifty Thousand Only. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 7- 17 I s II I I I I I Guidelines I I I I I I I I I I I I I I 1 I Il Guideline-I GENERIC GUIDELINES FOR ENVIRONMENT FRIENDLY CONSTRUCTION METHODOLOGY The contractor shall be deemed to have acquainted himself with the requirements of all the current statutes, ordinances, by-laws, rules and regulations or their instruments having the force of law including without limitation those relating to protection of the environment, health and safety, importation of labour, demolition of houses, protection of environment and procurement, transportation, storage and use of explosives, etc. 1. Protection of Enviromment * The contractor will take all necessary measures and precautions and ensure that the execution of the works and all associated operations on site or offsite are carried out in conformity with statutory and regulatory environmental requirements including those prescribed in EMP. 3 The contractor will take all measures and precautions to avoid any nuisance or disturbance to inhabitants arising from the execution of works. * All liquid waste products arising on the sites will be collected and disposed of at a location on or off the sites and in a manner that will not cause either nuisance or pollution. . The contractor will at all times ensure that all existing water courses and drains within and adjacent to the site are kept safe and free from any contamination. * The contractor will submit details of his temporary drainage work system (including all surface channels, sediment traps, washing basins and discharge pits) to the Project Implementation Unit / Supervising Engineer for approval prior to commencing work on its construction. * The contractor will arrange all the equipment in good condition to minimize dust, gaseous or other air-borne emissions and canry out the works in such a manner as to minimize adverse impact on air. Any vehicle with an open load-carrying area used for transporting potentially dust- producing material will have properly fitted side and tailboards. Materials having the potential to produce dust will not be loaded to a level higher than the side and tail boards and will be covered with a clean tarpaulin in good condition. * The contractor will take all necessary measures to ensure that the operation of all mechanical equipment and condition processes on and off the site will not cause any unnecessary or excessive noise, taking into account applicable environmental requirements. * The contractor will take necessary measures to maintain all plant and equipment in good condition. * Where the execution of the works requires temporary closure of road to traffic, the contractor will provide and maintain temporary traffic diversions subject to the approval of the CMU. * Where the execution of the works requires single-lane operation on public road the contractor will provide and maintain all necessary barriers, warning signs and traffic control signals to the satisfaction of the CMU/SE. Wherever traffic diversions, warning signs, traffic control signals, barniers and the like are required, the contractor will install them to the satisfaction of CMU/SE prior to conmmencing the work, in that area. II Guideline-I * Contractor will install asphalt plants and other machineries away from the populated areas as per laid down regulations. * Permit for felling of trees will be obtained from the forest department before the execution of any work. * Trees and plants going to be uprooted will be duly compensated and maintained up to 3 years. * Mist sprays should be provided at appropriate places for preventing dust pollution during handling and stockpiling of stones and loose earth. * Over Burden (OB) waste dumps shall be sprayed with water, as they are the major source of air borne particulate matter. * OB waste dumps shall be reclaimed / afforested to bind the loose soil and to prevent soil erosion. The frequency of sprinkling should be fixed as per the seasonal requirement and in consultation with engineer. * Regular water spraying on haulage roads during transportation of construction material by water sprinklers. The frequency of sprinkling should be fixed as per the seasonal requirements in consultation with engineer. • Transfer point for transporting construction material shall be provided with appropriate hoods/ chutes to prevent dust emissions. * Dumping of construction material should be from an optimum height (preferably not too high), so as to reduce the dust blow. * Innovative approaches of using improvised machinery designs, with in-built mechanism to reduce sound emission. * Procurement of drill loaders, dumbers and other equipment with noise proof system in operator's cabin. * Confining the equipment with heavy noise emissions in soundproof cabins, so that noise is not transmitted to other areas. * Regular and proper maintenance of noise generating machinery including the transport vehicles to maintain noise levels. * Provisions should be made for noise absorbing pads at foundations of vibrating equipments to reduce noise emissions. 2. Quarry Operations The Contractor shall obtain materials from quarries only after the consent of the Forest Department or other concerned authorities and in consultation with the supervision Engineer. The quarry operations shall be undertaken within the purview of the rules and regulations in force. 3. Prevention of Water Courses from Soil Erosion and Sedimentation Siltation The Contractor shall apply following mitigation measures to prevent sedimentation and pollution of watercourses. * To prevent increased siltation, if need be existing bridges maybe widened downstream side of the water body; * Cement and coal ash should be stacked together, fenced by bricks or earth wall, and kept away from water, to prevent leachate formation and contamination of surface and ground water; 2 - ~- . .- ....- .-- |- ~- . .. . ...---. .---- Guideline-I If need be, slope of the embankments leading to water bodies should be modified and rechannelised to prevent entry of contaminants into the water body; During construction silt fencing (consists of geo-textile with extremely small size supported by wire-niish mounted on a panel made up of angle frame) could be used along the road at all canals and rivers to prevent sediments from the construction site to enter into the watercourses. 4. Pollution from Hot-Mix Plants and Batching Plants Bituminous hot-rnix plants and concrete batching plants shall be located sufficiently away from habitation, agricultural operations. The Contractor shall take every precaution to reduce the levels of noise, vibration, dust and emissions from his plants and shall be fully responsible for any claims for damages caused to the owners of property, fields and residents in the vicinity. 5. Arrangement for Traffic During Construction The Contractor shall at all times carry out work on the road in a manner creating least interference to the flow of traffic with the satisfactory execution. For all works involving improvements to the existing state highway, the Contractor shall, in accordance with the directives of the SE, provide and maintain, during execution of the work, a passage for traffic either along a part of the existing carriageway under improvement, or along a temporary diversion constructed close to the state highway. The Contractor shall take prior approval of the SE regarding traffic arrangements during construction. 6. Traffic Safety and Control Where subject to the approval of the Engineer the execution of the works requires temporary closure of road to traffic use, the Contractor shall provide and maintain temporary traffic diversions. The diversion shall generally consist of 200 mm thickness of gravel 4.5 meters wide laid directly upon natural ground and where any additional earthworks are required for this purpose that will be provided under the appropriate payment items. Where the execution of the works requires single-lane operation on public road, the Contractor shall provide and maintain all necessary barriers, warning signs and traffic control signals to the approval of the Engineer. With the exception of temporary traffic arrangements or diversions required within the first 4 weeks of the Contract, the Contractor shall submit details of his proposals to the Engineer for approval not less than 4 weeks prior to the temporary arrangement or diversion being required. Details of temporary arrangements or diversions for approval as soon as possible after the date of the Letter of Acceptance. * The color, configuration, size and location of all traffic signs shall be in accordance with the code of practice for road sign. In the absence of any detail or for any missing details, the signs shall be provided as directed by the Supervising Engineer (SE). * The Contractor shall take all necessary measures for the safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking, flags, lights and flagmen as may be required by the Engineer for the information and protection of traffic approaching or passing through the section of the road under improvement. Before taking up any construction, an agreed phased programme for the diversion of traffic or closer of traffic on the road shall be drawn up in consultation with the SE. At the points where traffic is to deviate from its normal path (whether on temporary diversion or part width of the carriageway) the lane width path for traffic shall be 3 Guideline-I clearly marked with the aid of pavement markings, painted drums or a similar device to the directions of the SE. At night, the passage shall be delineated with lanterns or other suitable light source. One-way traffic operation shall be established whenever the traffic is to be passed over part of the carriageway inadequate for two-lane traffic. This shall be done with the help of temporary traffic signals or flagmen kept positioned on opposite sides during all hours. For regulation of traffic, the flagmen shall be equipped with red and green flags and lanterns / lights. • On both sides, suitable regulatory / warnings signs as approved by the SE shall be installed for the guidance of road users. On each approach, at least two signs shall be put up, one close to the point where transition of carriageway begins and the other 120 m away. The signs shall be of design and of reflectory type, if so directed by the SE. * Upon completion of the works for which the temporary traffic arrangements or diversions have been made, the Contractor shall remove all temporary installations and signs and reinstate all affected roads and other structures or installations to the conditions that existed before the work started, as directed by the Engineer. 7. Health and Safety The contractor shall take all measures and precautions necessary to ensure the health, safety and welfare of all persons entitled to be on the site. Such precautions shall include those that, in the opinion of the Engineer, are reasonable to prevent unauthorized entry upon the site and to protect members of the public from any activities under the control of the contractor. The contractor's responsibilities shall include but not be limited to: * The provision and maintenance of the Contractor's Equipment in a safe working condition and the adoption of methods of work that are safe and without risks to the health of any person entitled to be on the site. * The execution of suitable arrangements for ensuring safety and absence of risks to health in connection with the use, handling, storage, transport and disposal of articles and substances, * The provision of lighting, including standby facilities in the event of failure, that, in the opinion of the Engineer, is adequate to ensure the safe execution of any works that are to be carried out at right. * The provision of protective clothing and safety equipment, with such personnel and equipment and such information, instruction, training and supervision as are necessary to ensure the health and safety at work of all persons employed on or entering on the site in connection with the works, including the Engineer's supervisory staff, all in accordance with the laws. * Near towns, villages and all frequented places, trenches and foundation pits shall be securely fenced provided with proper caution signs and marked with lights at night to avoid accidents. Contractor shall take adequate protective measures to see that the excavation operations do not affect or damage adjoining structures. * The contractor shall not use or generate any materials in the works, which are hazardous to the health of persons, animals or vegetation. Where it is necessary to use some substances, which can cause injury to the health of workers, the Contractor shall provide protective clothing or appliances to his workers. 4 Guideline-I The contractor will take all measures necessary to safeguard the health; safety and welfare of all persons entitled to be on site and will ensure that works are carried out in a safe and efficient manner. The contractor will provide, and ensure the utilization of appropriate safety equipment for all workmen and staff employed directly or indirectly by the contractor. Such safety equipment will include but not be limited to the safety helmets, goggles and other eye protectors, hearing protectors, safety harnesses, safety equipment for working over water, rescue equipment, fire extinguishers and first-aid equipment. The personnel working at vulnerable locations at site will wear safety helmets and strong footwear. . The contractor will provide an adequate number of latrines and other sanitary arrangements at areas of the site where work is in progress and ensure that they are regularly cleaned and maintained in a hygienic condition. 8. First Aid The provision and maintenance of suitably equipped and staffed first aid stations throughout the extent of the works to the satisfaction of the Engineer. The contractor shall allow in his prices and the responsible for the costs of all such site welfare arrangements and requirements. Injuries might occur during the construction period. It is therefore pertinent to provide first aid facilities for all the construction workers. At construction camps and at all workplaces first aid equipment and nursing staff must be provided. Since many of the workplaces may be far away from regular hospitals, an indoor health unit having one bed facility every 250 workers needs to be provided. * Adequate transport facilities for moving the injured persons to the nearest hospital must also be provided in ready to move condition. * The first-aid units apart from an adequate supply of sterilized dressing material should contain other necessary appliances as per the factory rules. 9. Maintenance * All buildings, rooms and equipment and the grounds surrounding them shall be maintained in a clean and operable condition and be protected from rubbish accumulation. * Each structure made available for occupancy shall be of sound construction, shall assure adequate protection against weather, and shall include essential facilities to permit maintenance in a clean and operable condition. Comfort and safety of occupants shall be provided for by adequate heating, lighting, ventilation or insulation when necessary to reduce excessive heat. Each structure made available for occupancy shall comply with the requirements of the Uniform Building Code. This shall not apply to tent camps. 10. Maintenance of Diversions and Traffic Control Devices Signs, lights, barriers and other traffic control devices, as well as the riding surface of diversion shall be maintained in a satisfactory condition till such time they are required as directed by the SE. The temporary traveled way shall be kept free of dust by frequent applications of water, if necessary. 5 I I i I  Guideline-1l GUIDELINES FOR SITING & LAYOUT OF CONSTRUCTION CAMP A SITING The contractor based on the following guidelines shall identify the location of the construction site. The construction site shall be located: I The construction camps will be located at least 500 m away from habitations at identified sites. The living accommodation and ancillary facilities for labour shall be erected and maintained to standards and scales approved by the resident engineer. * On non agricultural lands, as far as possible * Not within 1000m of either side of locations (Wild life Sanctuary/Ecologically sensitive areas) All sites used for camps must be adequately drained. The camps must be located such that the drainage from and through the camps will not endanger any domestic or public water supply. All sites must be graded, ditched and rendered free from depressions such that water may get stagnant and become a nuisance. B LAYOUT A conceptual layout of a typical construction site has been presented in Figure 3.1. The Contractor during the progress of work will provide, erect and maintain necessary (temporary) living accommodation and ancillary facilities for labour to standards and scales approved by the engineer. All temporary accommodation must be constructed and maintained in such a fashion that uncontaminated water is available for drinking, cooking and washing. Safe drinking water should be provided to the dwellers of the construction camps. Adequate washing and bathing places shall be provided, and kept in clean and drained condition. Construction camps are to be sited away from vulnerable people and adequate health care is to be provided for the work force. Sanitation Facilities: Construction camps shall be provided sanitary latrines and urinals. Sewerage drains should be provided for the flow of used water outside the camp. Drains and ditches should be treated with bleaching powder on a regular basis. The sewage system for the camp must be properly designed, built and operated so that no health hazard occurs and no pollution to the air, ground or adjacent watercourses takes place. Compliance with the relevant legislation must be strictly adhered to. Garbage bins must be provided in the camp and regularly emptied and the garbage disposed off in a hygienic manner Shelter at Workplace: At every workplace, there shall be provided free of cost, four suitable shelters, two for meals and two others for rest, separately for use of men and women labourers. The height of shelter shall not be less than 3m from floor level to lowest part of the roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 0.5m2 per head. Canteen Facilities: A cooked food canteen on a moderate scale shall be provided for the benefit of workers wherever it is considered necessary. The contractor shall conform generally to sanitary requirements of local medical, health and municipal authorities and at all times adopt such precautions as may be necessary to prevent soil pollution of the site. First aid facilities: At every workplace, a readily available first-aid unit including an adequate supply of sterilized dressing materials and appliances will be provided. Workplaces remote and far away from regular hospitals will have indoor health units with one bed for every 250 workers. Suitable transport will be provided to facilitate taking injured and ill persons to the nearest hospital. At every workplace an ambulance room containing the prescribed equipment and nursing staff will be provided. 6 Guideline-II Health Care Facilities: Health problems of the workers should be taken care of by providing basic health care facilities through health centres temporarily set up for the construction camp. The health centre should have at least a doctor, nurses, duty staff, medicines and minimum medical facilities to tackle first-aid requirements or minor accidental cases, linkage with nearest higher order hospital to refer patients of major illnesses or critical cases. The health centre should have MCW (Mother and Child Welfare) units for treating mothers and children in the camp. Apart from this, the health centre should provide with regular vaccinations required for children. Day Creche Facilities: At every construction site, provision of a day creche shall be worked out so as to enable women to leave behind their children. At construction sites where 20 or more women are ordinarily employed, there shall be provided at least a hut for use of children under the age of 6 years belonging to such women. Huts shall not be constructed to a standard lower than that of thatched roof, mud walls and floor with wooden planks spread over mud floor and covered with matting. Huts shall be provided with suitable and sufficient openings for light and ventilation. There shall be adequate provision of sweepers to keep the places clean. There shall be two maidservants (or aayas) in the satisfaction of local medical, health, municipal or cantonment authorities. Where the number of women workers is more than 25 but less than 50, the contractor shall provide with at least one hut and one maidservant to look after the children of women workers. Size of creches shall vary according to the number of women workers employed. 7 * - - m m - m m - m m m - - - m - Guideline-II ------------------------------------------------------------------------------7 CRECHE SKILLED CLINIC WORKERS LADY INSPC R STORE 3M. WIDE BRICK PAVING IN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1:6 FEMALE CHAIN LINK CEMENT WORKERS FENCING - A ~PLASTERL- PARKINGLADIES CONSTRUCTION PLANTS TOILET VEHICLE WASHING WASHING [jAREA OFFICE| FAMILIES Of GENTS 0 ONE BRICK THICK 3M. HIGH BRICK WALL TO TET PARKING t SEPERET THE SPACES TOILET MALE WORKERS flWASHING ~AREA ------------------------------------------------------------------------------------------J Figure 3.1: Typical Layout of Construction Camp 8 Guideline-IlIl GUIDELINES FOR SITE CLEARANCE VEGETATION CLEARANCE Vegetation clearance shall comprise uprooting of vegetation, grass, brushwood, shrubs, stumps, trees and saplings of girth upto 30 cm. measured at a height of one meter above the ground level. Where only clearance of grass is involved it shall be measured and paid for separately. The procedure/ steps involved for uprooting, skating and felling trees are described below. Uprooting of Vegetation * The roots of trees and saplings shall be removed to a depth of 60 cm. Below ground level or 30 cm. below formation level or 15 cm below sub grade level, whichever is lower. * All holes or hollows formed due to removal of roots shall be filled up with earth rammed and leveled. Trees, shrubs, poles, fences, signs, monuments, pipe lines, cables etc. within or adjacent to the area, which are not required to be disturbed during vegetation clearance shall be properly protected by the contractor at his own cost. Staking and Disposal * All useful materials obtained from clearing and grubbing operation shall be staked in the manner as directed by the Engineer. * Trunks and branches of trees shall be cleared of limbs and tops stacked properly at the places indicated by the Engineer- in - charge. These materials shall be the property of the Government. * All unserviceable materials are disposed off in such a manner that there is no livelihood of getting mixed up with the materials meant for construction. Felling Trees * Marking of tress: Trees, above 30 cm. Girth (measured at a height of one meter above ground level) to be cut, shall be approved by the Engineer-in-charge and then marked at the site. * Felling of trees: Felling of trees shall include taking out roots up to 60 cm. below ground level or 30 cm. below formation level or 15 cm. below sub-grade level, whichever is lower. * Filling: All excavations below general ground level arising out of removal of trees, stumps etc. shall be filled with suitable material in 20 cm. layers and compacted thoroughly so that the surface at these points conform to the surrounding area. * Sizing: The trunks and branches of trees shall be cleared of limbs and tops and cut into suitable pieces as directed by the Engineer-in-charge. * Staking: The serviceable materials shall be staked in the manner as directed by the Environmental specialist of Supervision Consultants/Engineer-in-charge. * Disposal: The material, which cannot be used or auctioned shall be removed from the area and disposed off as per the directions of the Engineer-in-charge. Unsuitable waste materials should not get mixed with construction material during disposal. 9 Guideline-IV GUIDELINES FOR DISPOSAL SITE MANAGEMENT The locations of Disposal sites have to be selected such that: * No residential areas are located downwind side of these locations, * Disposal sites are located at least 1000 m away from sensitive locations like Settlements, Water body notified forest areas, Sanctuaries or any other sensitive Locations. * Disposal sites do not contaminate any water sources, rivers etc for this site should be located away from waterbody, Disposal site should be lined properly to prevent infiltration of water. * Public perception about the location of debris disposal site has to be obtained before finalizing the location. * Permission from the Villager/local comnmunity is to be obtained for the Disposal site selected The Plan must be approved by Environment Engineer of TA Consultant and Executive Engineer of Contract Management Unit. Precautions to be adopted during disposal of debris / waste material The contractor shall take the following precautions while disposing off the waste material * During the site clearance and disposal of debris, the contractor will take full care to ensure that public or private properties are not damaged/affected, there is no dwellings below the dumpsite and that the traffic is not interrupted. 3 Contractor will dispose off debris only to the identified places or at other places only with prior permission of Engineer-in-Charge of works. * In the event of any spoil or debris from the sites being deposited on any adjacent land, the contractor will immediately remove all such spoil debris and restore the affected area to its original state to the satisfaction of the Engineer-in-Charge of works. * The contractor will at all times ensure that the entire existing canal and drains within and adjacent to the site are kept safe and free from any debris. • Contractor will utilize effective water sprays during the delivery and handling of materials when dust is likely to be created and to dampen stored materials during dry and windy weather. * Materials having the potential to produce dust will not the loaded to a level higher than the side and tail boards and will be covered with a tarpaulin in good condition. I * Any diversion required for traffic during disposal of debris shall be provided with traffic control signals and barriers after the discussion with local people and with the permission of Engineer-in-Charge of works. • During the debris disposal, contractor will take care of surrounding features and avoid any damage to it. While disposing debris / waste material, the contractor will take into account the wind direction and location of settlements to ensure against any dust problems. Guidelines for Rehabilitation of Disposal Sites The dumpsites filled only upto the ground level could be rehabilitated as per guidelines below and to be decided by the engineer and the supervision consultant The dumpsites have to be suitably rehabilitated by planting local species of shrubs and other plants. Local species of trees has also to be planted so that the landscape is coherent and is in harmony with its various components. 10 Guideline-IV * In cases where a dumpsite is near to the local village community settlements, it could be converted into a play field by spreading the dump material evenly on the ground. Such playground could be made coherent with the landscape by planting trees all along the periphery of the playground. * Some of the dumpsites could be used either for plantation or for growing agricultural produce such as ginger, turmeric or oranges etc. * Care should always be taken to maintain the hydrological flow in the area. II Guideline-V GUILDE LINES FOR BORROW AREAS MANAGEMENT Borrow areas will be finalized either form the list of locations reconmended by DPR consultants or new areas identified by contractor. The finalization of locations identified DPR consultant depends upon the formal agreement between landowners and contractor. Agreement is not reached between the contractor and landowners for the identified borrow areas sites. In such cases arrangement for locating the source of supply of material for embankment and sub-grade as well as compliance to environment requirements in respect of excavation and borrow areas as stipulated from time to time by the Ministry of Environment and Forests, Government of India, and local bodies, as applicable shall be the sole responsibility of the contractor. The contractor in addition to the established practices, rules and regulation will also consider following criteria before finalizing the locations. * The borrow area should not be located in agriculture field unless unavoidable i.e. barren land is not available. U The borrow pits should not be located along the roads. * The loss of productive and agriculture soil should be minimum. 3 The loss of vegetation is almost nil or rninimum. * Sufficient quality of soil is available. . The Contractor will ensure that suitable earth is available. The Contractor shall obtain representative samples from each of the identified borrow areas and have these tested at the site laboratory following a testing programme approved by the Engineer. It shall be ensured that the sub-grade material when compacted to the density requirements as in Table-1 shall yield the design CBR value of the sub-grade. Table-i: Compaction Requirements for Embankment and Sub-grade Relative compaction as percentage of Si Type of WorkmMateial nax. laboratory dry density as per No. TpofWrMaeilIS :2720 (Part 8) I Sub-grade and earthen shoulders Not less than 97 2 Embankment Not less than 95 3 Expensive Clays a) Sub-grade and 500mm portion just below the Not allowed sub-grade b) Remaining portion of embankment Not less than 90 The Contractor shall at least 7 working days before commencement of compaction submit be following to the Engineer for approval. The values of maximum dry density and optimum moisture content obtained in accordance with IS: 2720 (Part-7) or (Part-8), as the case may be, appropriate for each of the fill materials he intends to use. A graph of density plotted against moisture content from which, each of the values in (i) above of maximum dry density and optimum moisture content were determined. The Dry density-moisture content - CBR relationships for light, intermediate and heavy compactive efforts (light corresponding to IS: 2720 (Part-7), heavy corresponding to IS: 2720 (Part-8) and intermediate in-between the two) for.each of the fill material be intends to use in the sub-grade. 12 Guideline-V After identification of borrow areas based on guidelines. Contractor will fill reporting format Annexure-il) and submit the same for approval to the "Engineer". After receiving the approval contractor will begin operations keeping in mind following; * Haulage of material to embankments or other areas of fill shall proceed only when sufficient spreading and compaction plants is operating at the place of deposition. * No excavated acceptable material other than surplus to requirements of the Contract shall be removed from the site. Should be contractor be permitted to remove acceptable material from the site to suit his operational procedure, then be shall make good any consequent deficit of material arising therefrom. • Where the excavation reveals a combination of acceptable and un-acceptable materials, the Contractor shall, unless otherwise agreed by the Engineer, carry out the excavation in such a manner that the acceptable materials are excavated separately for use in the permanent works without contamination by the un-acceptable materials. The acceptable material shall be stockpiled separately. * The Contractor shall ensure that he does not adversely affect the stability of excavation or fills by the methods of stockpiling materials, use of plants are siting of temporary buildings or structures. Borrow Areas located in Agricultural Lands * The preservation of topsoil will be carried out in stockpile. * A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). Borrowing of earth will be carried out up to a depth of 1.5m from the existing ground level. * Borrowing of earth will not be done continuously through out the stretch. * Ridges of not less than 8m widths will be left at intervals not exceeding 300m. * Small drains will be cut through the ridges, if necessary, to facilitate drainage. • The slope of the edges will be maintained not steeper than 1:4 (vertical: Horizontal). Borrow Areas located in Agricultural land where un-avoidable The preservation of topsoil will be carried out in stockpile. A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). * The depth of borrow pits will not be more than 30 cm after stripping the 15 cm topsoil aside. Borrow Areas located in Elevated Lands * The preservation of topsoil will be carried out in stockpile. A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). At location where private owners desire their fields to be leveled, the borrowing shall be done to a depth of not more than 1.5m or up to the level of surrounding fields Borrow Areas near River side * The preservation of topsoil will be carried out in stockpile. * A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). 13 Guideline-V Borrow area near to any surface water body will be at least at a distance of 15m from the toe of the bank or high flood level, whichever is maximum. Borrow Areas near Settlements * The preservation of topsoil will be carried out in stockpile. * A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). Borrow pit location will be located at least 0.75 km from villages and settlements. If un- avoidable, the pit will not be dug for more than 30 cm and drains will be cut to facilitate drainage. Borrow pits located in such location will be re-developed immediately after borrowing is completed. If spoils are dumped, that will be covered with a layers of stockpiled topsoil in accordance with compliance requirements with respect MOEF/PPCB guidelines. Borrow Pits along the Road * The preservation of topsoil will be carried out in stockpile. I A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). * Borrow pits along the road shall be discouraged. * It permitted by the Engineer; these shall not be dug continuously. * Ridges of not less than 8m widths should be left at intervals not exceeding 300m. * Small drains shall be cut through the ridges of facilitate drainage. 3 The depth of the pits shall be so regulated that there bottom does not cut an imaginary line having a slope of 1 vertical to 4 horizontal projected from the edge of the final section of bank, the maximum depth of any case being limited to 1.5m. I Also, no pit shall be dug within the offset width from the toe of the embankment required as per the consideration of stability with a minimum width of 10m. Re-development Borrow Areas The objective of the rehabilitation programme is to return the borrow pit sites to a safe and secure area, which the general public should be able to safely enter and enjoy. Securing borrow pits in a stable condition is fundamental requirement of the rehabilitation process. This could be achieved by filling the borrow pit floor to approximately the access road level. Re-development plan will be prepared by the Contractor before the start of work inline with the owners will require and to the satisfaction of owner. The Borrow Areas will be rehabilitated as per following; * Borrow pits will be backfilled with rejected construction wastes and will be given a vegetative cover. If this is not possible, then excavation sloped will be smoothed and depression will be filled in such a way that it looks more or less like the original round surface. * Borrow areas might be used for aquaculture in case landowner wants such development. In that case, such borrow area will be photographed after their post use restoration and Environment Expert of Supervision Consultant will certify the post use redevelopment. The Contractor will keep record of photographs of various stages i.e., before using materials from the location (pre-project), for the period borrowing activities (construction Phase) and after rehabilitation (post development), to ascertain the pre and post borrowing status of the area. 14 i I I i I i Guideline-VI GUIDELINES FOR QUARRY MANAGEMENT The Contractor will finalize the locations from the list given by DPR Consultant's for procuring materials. The Contractor shall establish a new quarry only with the prior consent of the CMU only in cases when: (i) Lead from existing quarries is uneconomical and (ii) Alternative material sources are not available. The Contractor shall prepare a Redevelopment Plan for the quarry site and get it approved by the CMU. The construction schedule and operations plans to be submitted to the CMU prior to commencement of work shall contain a detailed work plan for procuring materials that includes procurement, transportation and storage of quarry materials. Operation & redevelopment plan (if a new quarry is opened)..... . Photograph of the quarry site prior to commencement a The quarry boundaries as well as location of the materials deposits; working equipments, stockpiling, access roads and final shape of the pit. a Drainage and erosion control measures at site. a Safety Measures during quarry operation. . Design for redevelopment of exhaust site. Option-A: Revegetating the quarry to merge with surrounding landscape: This is done by conserving and reapplying the topsoil for the vegetative growth. Option-B: Developing exhausted quarries as water bodies: The pit shall be reshaped and developed into pond, for harvesting rainwater. This option shall only be considered where the location of quany is at the lowest point, i.e. surrounding areas/natural drainage slopes towards it. Construction Stage Development of site: To minimize the adverse impact during excavation of material following measures are need to be undertaken: i) Adequate drainage system shall be provided to prevent the flooding of the excavated area ii) At the stockpiling locations, the Contractor shall construct sediment barriers to prevent the erosion of excavated material due to runoff iii) Construction of offices, laboratory, workshop and rest places shall be done in the up-wind of the plant to minimize the adverse impact due to dust and noise. iv) The access road to the plant shall be constructed taking into consideration location of units and also slope of the ground to regulate the vehicle movement within the plant. v) Incase of storage of blasting material, all precautions shall be taken as per The Explosive Rules, 1983. Quarry operations including safety: i) Overburden shall be removed and disposed inline with Guidelines of Disposal Management giving in Annexure-4 ii) During excavation, slopes shall be flatter than 20 degrees to prevent their sliding. Incases where quarry strata are good and where chances of sliding are less this restriction can be ignored. iii) Incase of blasting, procedure and safety measures shall be taken as per The Explosive Rules, 1983 15 Guideline-VI iv) The contractor shall ensure that all workers related safety measures shall be done as per guidelines for Workers and Safety attached as Annexure-8 v) The Contractor shall ensure maintenance of crushers regularly as per manufacturer's recommendation. Topsoil will be excavated and preserved during transportation of the material measures shall be taken to minimize the generation of dust and prevent accidents. The CMU and the Technical Examiner shall review the quarry site for the management measures during quarry operation, including the compliance to pollution norms. Post Construction Stage The Contractor shall restore all haul roads constructed for transporting the material from the quarries to construction site to their original state. The CMU and the Technical Examiner shall be entrusted the responsibility of reviewing the quarry site for the progress of implementation of Redevelopment Plan. These shall include the following two cases; • Redevelopment of quarries opened by the Contractor for the project * Redevelopment of existing quarries operated by other agencies In the first case, the Contractor shall be responsible for the Redevelopment Plan prior to completion after five years, during the defect liability period. The CMU shall be responsible for reviewing this case of redevelopment prior to the issuing the defect liability certificate. In the second case, the redevelopment of exhaust quarry shall be the responsibility of the agency providing the permit to ensure the implementation of Redevelopment Plan. IDENTIFIED QUARRY 1. Pathankot 2. Mubarakpur, 5km from Zirakpur towards Panchkula 3. Ghanauli, 60 km away from Rohan, Ropar Town Table: Description of Inspected Sources of River Bed Materials and Rock Source ID Source of Materials Applicable roads Rl1 Satpal Stone Crusher, Gagi Crusher, Hariharan Stone Crusher all in Pathankot area, approx. 130 Kapurthala-Tarn Taran & Chakki Kad in Pathankot km from Taim Taran & 170 km from Zira via Ferozpur-Dharamkot area Gurudaspur. R2: Tripti stone crusher near Ropar, 60 km from In the vicinity of Rahon, 2 x 600 MT / day capacity Rahon-Aur-Nagar Ghanauli town in Ropar River boulder from Ghaggar River crushed at Zarakpur near Mubarakpur village (Panchkula R3: dist.) 10-15 km from Sohana, 100 km from Chandigharh-Sirhind, Mubarakpur village in Sangrur. About 35 Nos. of crushers presently Malerkoda-Sangrur Panchkula, Haryana operating at this site each 500 MT/day capacity. Samples taken from Saptrishi Stone crusher and Kirti Stone crusher 16 Guideline-VI I LEGEND ROCK AGGREGATE (R) M i*'' -aJKM"S MI R2 EL)kNOa. NATURAL SAND (S) *iSHMIR qrtX FLY ASH (F) A - i - PROJECT ROAD - X.- V tH I< -- -'-''' ;' -, Sg/~~ , - S- I IN H RADESH . - . IS .... Ib I 7 III! I !,I I Guideline-VII GUIDELINES FOR TRAFFIC MANAGEMENT DURING CONSTRUCTION The roads are being rehabilitated. The work of rehabilitation and improvement will be undertaken in four stages. Stage- 1 The traffic will continue to pass through the existing carriageway and the work will be carried out in the shoulders of one side. In 1.5 m width gravelling will be done for depth of 200 mm. This will be carried out in the continuous length not exceeding 500 m. Stage - 2 Traffic will be diverted to half the carriageway and the graveled shoulders. Construction work of laying of overlay and improvement of adjacent shoulders will be carried out in the other half. Stage - 3 Traffic will pass through the already improved half carriageway and shoulders. Construction work of overlay and improvement of shoulders upto the level of overlay level will be carried out. Stage - 4 (Not shown in drawing) Normal situation after construction. Carriageway is fully constructed and traffic will be passed on the improved carriageway. Construction Zones The fallowing dimensions are suggested: Advance working zone 300 m Approved transition zone 100 m Working zone 500 m Terminal transition zone 100 m Drawings of stages of traffic management during construction and road construction zones are placed in drawing folder. All the signages, delineators and Baricades and lateral buffer zones will be put by the contractor. 18 Guideline-VII Diversion of traffic on half of the roadt widfth (say left) I Guideline-VII Turn clti Keep left Road clear (the direction of (The arrow may be the arrow may pointed downwurd be reversed for to the right for 'turn right) 'keep right') TJ iaftc cone ! h ;, X . sti- slpl Diversion of tffic ___half ___f__________ I_ I-lne closure bj I eet 200 mmii I All sgcjns sliould be I I S trellectorised 2 MVitiintji u lWemtili oi oict iji 3 I -.be 1 metre (1.25 ns teue s 20 - '1 * ed) * 20 Guideline-VII Figure:3 3 A!i' Q{t Sign layout for edge working (drawn for driving on the left) Figure: 4 / i l a ivll lo Lille 1t 1 4) % 21 Guideline-VII ___ X Figure: 5 *A/- 1- - Sign layout for contre line working [pi (drawn for driving on the left) ) Figure: 6 -il.EI I;ayOUt lot Ci-versiov l E 41S.ti . I log di *viIq0l KIIC tlle 1| * 22 I Ii i i i I I I i I Guideline-VIII GUIDELINES FOR WORKERS SAFETY IN COMMON OPERATION AND DURING CONSTRUCTIONS House Keeping Practices 1. Maintain washrooms and canteens clean 2. Keep all walkways clear and unobstructed at all times 3. Ensure that spillages of oil and greasy 4. Stack raw materials and finished products clear of walkways or inside roads 5. Do not leave tools on the floor or in any location where they can be easily dislodged 6. Keep windows and light fitting clean 7. Maintain the workplace floors dry and in a non-slippery condition 8. Provide and maintain proper drainage system to prevent water ponding 9. Use metal bins for oily and greasy rags and store all flammable materials in appropriate bins, racks or cabinets. Ensure that the meal bins for storing oily and grease rags should be covered with lids. 10. Ensure that protruding nails in boards or walls are moved or bent over so that they do not constitute a hazard to people 11. Make sure that hazardous/dangerous chemicals are kept in the goods stores with the appropriate labeling, display of the material-safety-data-sheet (MSDS) and other precautionary measures 12. Display 'no smoking' signs in areas with high fire risks, e.g. paint stores, wood working area and others Safe layout in the construction plant, camp and quarry areas 1. Arrange border to perimeter fencing 2. Ensure good visibility and safe access at site entrances 3. Provide adequate warning signs at the entrance and exit where necessary 4. Provide adequate space/area for loading and unloading, storage of materials, plant and machinery 5. Display emergency procedure and statutory notices at conspicuous location 6. Consider welfare facilities required 7. Provide areas for dumping garbage and other waste materials, and also arrange for their regular clearance. 8. Arrange storage, transport and use of fuel, other flammable materials and explosives in line with the license requirements to be obtained from appropriate authorities 9. Plan emergency assembly points, fire escape routes and locate fire-fighting equipment 10. Provide access roads and plant movement areas within the site. 11. Ensure the availability of first aid facilities and display notices at the various works to show the location of these facilities 12. Provide proper drainage and sewage & drainage facilities 23 Guideline-VIII Tree Felling Use hard hats during tree felling Ensure tools such as the axes are in good condition Determine proper foot and body position when using the axe. Do not cut above your head Wear appropriate foot protection Carry a first aid kit to the site Determine possible hazards in the area, e.g. electrical or telephone or other utility lines Prior to felling, determine the safest direction for the fall Determine the proper hinge size before directing the tree fall. Noise Hazards and its control 1. Note that indications of noise levels are: * You have to shout to be heard; * Your hearing is dulled just after work; * You get head noises or ringing in the ears after work; * You have difficulty hearing people while others are talking 2. Use sound level meters to measure. If the sound level exceeds 85 dB(A), then preventive measures should be taken 3. Make personnel aware of noisy areas by using suitable warning signs and insisting that ear protectors should necessarily be worn. 4. Reduce noise at source by improved maintenance, replacing noisy machines, screening with noise absorbing material, making changes to the process/equipment, controlling machine speeds, ensuring that two noise-generating machines are not running at the same time, using cutting oils and hydraulic breakers. 5. Appoint a competent person to carryout a detailed noise assessment of the site, designate ear protection zone, and give instructions on the necessary precautionary measures to be observed by site personnel, including the use of suitable type of ear protections. 6. Wear and maintain ear muffs and ear plugs as required 7. In construction or repair work, noise should be kept to a low-level bearing in mind the disturbance to local residents. Road Works 1. The use of signage is most important to caution the road users of possible unsafe conditions due to the road works. 2. Use the appropriate signage devices as required by the site conditions/situation. The devices include regulatory signs, delineators, barricades, cones, pavement markings, lanterns and traffic control lights. 3. In using signs, make sure that they are (i) simple, easy-to-understand and convey only one message, (ii) lumninescent and with reflective properties, and )iii) broad, prominent and of appropriate size. 24 Guideline-VIII 4. In using barricades, make sure that you keep traffic away from work areas and you guide the drivers to keep along a safe, alternative path. 5. Ensure that proper personal protective equipment (PPE) is provided to all the workers. 6. Cover existing road signs and install new ones at appropriate locations taking into account the distances that would be required and reaction times. 7. Plan layout and traffic management so that hazard are not created. 8. Deploy flagmen, who control traffic at the work areas. The flag should be 600mm x 600mm fastened to a Im length staff. 9. Flagmen should wear reflective safety vests along with hard hats 10. If required, use wireless devices for flagmen to co-ordinate from either ends of the road, where works are being carried out. Electrical hazards in construction areas 1. Treat all wires as live wires 2. Never touch dangling wires, but report them to your manager 3. Unless you are a qualified electrician, do not attempt electrical repairs 4. Never use electrical equipment if you hands are wet or you are standing in water 5. If electrical equipment is sparking or smoking, turn the power off and report the condition to your supervisor 6. Never use electrical wires that have physical damage 7. Never allow equipment or traffic to run over electrical wires. Use and Storage of GasALPG 1. Store filled gasALPG cylinder in the open area, i.e. outside of the building 2. Transport, store, use and secure cylinders in upright position 3. Ensure proper ventilation at the ground level in locations where gas/LPG is in use 4. Avoid physical damage to the cylinders 5. Never weld or cut on or near the cylinders 6. Store empty cylinders secured and upright 7. Make sure that the cylinder is closed immediately after use 8. Investigate immediately if there is the smell of LPG or gas 9. Never use destenched gas/LPG on site. 10. Make sure that there is no other unrelated fire in the vicinity of the cylinder Operation of Excavators 1. Ensure that excavators are operated by authorized persons who have been adequately trained. 2. Prevent unauthorized movement or use of the excavators 3. Check regularly and maintain the machine thoroughly 25 Guideline-VIII 4. Ensure that all relevant informnation, including those related to instruction, training, supervision and safe system of work are provided to the operators. 5. Ensure that the operation and maintenance manuals, manufacturer's specifications, inspection and maintenance log books are provided for the use of the mechanics, service engineers or other safety personnel during periodic maintenance, inspection and examination. 6. During tipping or running alongside the trenches, excavators must be provided with stop blocks. 7. Excavators must be rested on firm ground during operation 8. Avoid operating the machine too close to an overhang, deep ditch or hope and be alter to potential carving edges, falling rocks and slides, rough terrain and obstacles. 9. Locate and identify underground services by checking with all utility companies before excavations. 10. Ensure that all excavations are supervised by experienced and competent persons. 11. When reversing or in caste the operator's view is restricted, adequate supervision and signaling should be provided. 12. Ensure that the type and capacity of the excavator are properly chosen for the intended purposes and site conditions. Never use a machine for any purposes other than it is designed for. 13. Check and report for excessive wear and any breakage of the bucket, blade, edge, tooth and other working tools of the excavator. 14. Check that all linkagesihinges are properly lubricated and ensure that the linkage pins are secured. Never use improper linkage pins. 15. Never dismount or mount a moving machine 16. Work only with adequate ventilation and lighting 17. Ensure that the protective front screen of the driving cabin is fixed in position during excavations to avoid eye injury to the operator. 18. Ensure switch-off of the unattended vehicle. Operation of trucks and dumpers 1. Ensure that only trained, authorized and licensed drivers operate the vehicles 2. Enlist the help of another worker before reversing the vehicle 3. Switch-off the engine of an unattended vehicle 4. Lower the tipping bodies when the machine is unattended, but if it is necessary to leave them in the raised position they should be blocked to prevent their fall. 5. Wear safety boots or shoes to avoid injuries during loading and unloading. 6. Carryout periodic servicing to the manufacturer's requirements. All records of maintenance and repairs should be in writing or kept on site. 7. Keep the vehicle tidy and the cabin free from tools and material, which might obstruct the controls. 8. Keep to speed limits. 26 Guideline-VIII 9. No passenger should be carTied on a dumper except the driver 10. Never drive the vehicle across a slope 11. Provide stop blocks when the vehicle is tipping into or running alongside excavations 12. Do not overload the vehicle. 13. Carry only well secured loads 14. Park only on level ground, in neutral with the parking brake applied 15. Never mount of dismount from a moving vehicle Gas Welding 1. Use the following personal protective equipment during welding * Face or hand shield fitted with filters I Goggles, particularly when chipping slag * Gloves long enough to protect wrists and forearms against heats, sparks, molten metal and radiation * High-top boots to prevent sparks from entering footwear. 2. Screen of the work area with sturdy opaque or translucent materials because glare can cause eye injury. 3. Key for opening the acetylene cylinder valve must be one the valve stem while the cylinder is in use so that the cylinder valve may be immediately shut-off in an emergency. 4. Ventilate the workplace using air blowers and exhaust fans to remove poisonous fumes and gases that are given off during welding 5. Take precautions against flying sparks and hot slag where welding is beign done near flammable materials and check the area before leaving. 6. Do not weld material degreased with solvents until completely dry. 7. Do not use gas cylinders for supporting work or as rollers 8. Do not use oil grease on oxygen cylinder fittings 9. Do not use cylinders with damaged valves. 10. Do not use too much force if valves are stuck. 11. Replace valve caps after use 12. Search for leaks in equipment by using a solution of soapy water. 13. Shut the cylinder valve if acetylene from a cylinder catches fire at the valve or regulator due to leakage at a connection. 14. Treat all gas cylinders as "full" unless you are sure otherwise. 15. Never attempt to transfer acetylene from one cylinder to another or attempt to refill an acetylene cylinder. 16. Place portable fire extinguishers near the welding area 17. Secure all cylinders against accidental displacemnent. 27 Guideline-VIII 18. Always lift gas cylinders. Do not slide them along the ground or drop them from trucks. 19. Keep gas cylinders in vertical position both in storage and when in use 20. Keep the work place dry, secure, free from combustible materials and obstruction. 21. Store the acetylene and oxygen cylinders separately, and in a proper store. 22. Keep the gas cylinders from source of heat, flammable materials, corrosive chemicals and fumes. Manual Handling and Lifting 1. Use mechanical equipment in lace of manual handling as far as possible. 2. Assess the manpower required to handle or life the load safety and arrange the manpower accordingly. 3. In handling hazardous materials, the workers shall be informed of the hazards and safety precautions. 4. All relevant persons shall be trained in the proper methods of lifting and carrying. 5. Where team work is required, select the persons whose ages and physical builds are compatible for tearming up. Coordinate the actions of the team members by giving necessary instructions. 6. Always lighten or suitably shape the load for manual handling as far as possible Keep a look out for splinters, sharp edges, loose banding and nails. 7. Clear path or obstruction and tripping hazards. 8. Stack and secure goods safety on trucks, otherwise they fall off and injure passers-by. 9. Use personal protective equipment such as gloves, safety shoes, etc. 10. Adopt the following procedure when you lift a load: 11. Stand close to the object. Have a firm footing with feet spread on either side of the road. 12. Bend the knees and keep your back as straight as you can 13. Grasp object firmly. Be sure grip will not slip 14. Breath in and throw the shoulder back wards. 15. Straighten the legs, continuing to keep the back as straight as you can. 16. Hold object firmly close to the body 17. Always lift smoothly. Avoid jerky motions. Turn with feet instead of twisting the back. Handling chemicals and hazardous substances 1. Always substitute hazardous chemicals with harmless or less hazardous ones wherever possible. 2. Enclose the process using chemicals or provide other engineering controls such as local exhaust ventilation, a fume cupboard or a safety cabinet. 3. Exercise great care in the storage and use of chemicals because they may be explosive, poisonous, corrosive or combustible. 4. Separate different chemicals physically 28 Guideline-VIII 5. Store chemicals classified as dangerous goods in a properly constructed and approved goods store. Keep proper records of all chemicals and hazardous substances delivered, stored and used on site. 6. Consider unknown substances and liquids as dangerous until proven otherwise. 7. All containers should be clearly labeled to indicate contents. Never use a wrongly labeled container for chemicals. 8. Prohibit smoking in the vicinity of dangerous chemicals 9. Ensure that you are wearing the correct personal protective equipment before you handle chemicals 10. Maintain the Material Safety Data Sheet of all chemicals for reference on safety precautions to be taken and the use of suitable PPE. 11. When opening containers, hold a rag over the cap or lid, as some volatile liquids tend to spurt up when released. 12. Wash before you eat and do not eat at the work place. 13. If the skin is splashed with a chemical, rinse it immediately with plenty of clean water. Eye should be flushed thoroughly with water followed by immediate medical attention. 14. Eye fountain, emergency shower and breathing apparatus should be available in the vicinity of the workplace. 15. Safety instructions for handling emergency situations should be displayed prominently at both the storage and use locations. First Aid 1. Provide first aid boxes at every site 2. Ensure that training on the use of the first aid box is provided to a handful of staff working in the site. 3. Display the list of persons who are trained on providing first aid. 4. Ensure that every first aid box is marked plainly "First Aid" in English and local language. 5. The responsible person or first aider should replenish the contents of the first aid box as necessary. Personal protective Equipment General 1. Consider the provision of personal protective equipment only after all measures for removing or controlling safety hazards have been provided reasonably impractical. 2. Ensure that sufficient personal protective equipment are provided and that they are readily available for every person who may need to use them. 3. The management should ensure that all persons make full and proper use of the personal protective equipment provided. 4. Provide instruction and training in the proper use and care of any specific protective equipment where necessary 5. Do not willfully rnisuse, interfere with or ill-treat any protective clothing and equipment provided. 29 Guideline-VIII 6. Ensure that the personal protective equipment are in good condition. Report immediately any damage to the management for replacement. Always keep the personal protective equipment as clean as possible. Eye protection 7. Issue eye protection equipment where there is a foreseeable risk of eye injury 8. Ensure an adequate supply of goggles/shields is available. 9. Keep the goggles clean and make sure they are good fit. 10. Do not watch welding operations unless your eyes are protected from the damaging effect of flash. Head Protection 11. No person shall enter a construction site unless he is wearing a suitable safety helmet 12. Wear a safety helmet: * When there is the risk of being hit by falling objects * While on or near a construction site * During adverse weather conditions * When in any area designated as a "hard hat" area. 13. Provide identification labels to all helmets in some way to prevent random exchange among wearers, with one helmet exclusive to each person. 14. Inspect helmets for cracks of sign of impact or rough treatment before each usage. Destroy, remove and replace all worn, defective or damaged helmets. Hearing Protection 15. Provide ear plugs or ear muffs as required. Use re-usable ear plugs when the reduction required (15-25 dBA) is not excessive. Use ear muffs where a large attenuation of upto 40 dBA is demanded. 16. Do not use dry cotton wool for hearing protection because it cannot provide any. 17. Provide disposable ear plugs for infrequent visitors and ensure that they are never re-used. 18. Provide re-usable ear plugs for those who need to work continuously for a long period in a high noise area. 19. Use ear muffs with replaceable ear cushions because they deteriorate with age or may be damaged in use. 20. Avoid wearing spectacles with ear muffs. 21. Use soap and water or the recommended solvent for cleaning ear muffs. 22. Provide ear muffs for those who may need to get in and out of a high noise area frequently. Respiratory Protective Equipment 23. Wear suitable respirable for protection when there is a potential for small particles entering the lungs, e.g. emptying of cement bags. 24. Ensure that he explanators can provide adequate protection. 30 Guideline-VIII 25. Provide training to all persons using the respirators for their correct fitting, use, lirnitations and symptoms of exposure. 26. Clean and inspect all respirators before and after use. 27. Store respirators properly when not in use. Safety Footwear 28. Wear suitable footwear for work 29. Use safety footwear on site or in other dangerous areas 30. Wear suitable safety shoes or ankle boots when working anywhere where there is high risk of foot injuries from slippery or uneven ground, sharp objects, falling objects, etc. 31. All safety footwear, including safety shoes, ankle boots and rubber boots, should be fitted with steel toecaps. 32. Avoid wearing flip flops, high heeled shoes, slippers, light sport shoes in situations where there is a risk of foot injury. 33. Keep shoe lace knots tight. Hand Protection 34. Wear suitable gloves for selected activities such as welding & cutting and manual handling of materials & equipment. 35. Do not wear gloves where there is a risk of them becoming entangled in moving parts of machinery 36. wash hands properly with disinfectant soap and clean water before drinking, eating or smoking. Wash hands immediately after each operation on site when the situation warrants. Fire Prevention, Fighting and Equipment Before fire breaks cut 1. Store flammable material in proper areas having adequate fire protection systems. 2. Display sufficient warning signs. 3. Train selected personnel to use these fire extinguishers 4. Inspect fire extinguishers regularly and replace as necessary 5. Fire escape route should be kept clear at all times and clearly indicated. 6. Know the escape route and assembly point. 7. Display escape route maps prominently on each floor 8. Carryout fire drill regularly. Designate fire officers 9. Install fire alarm wherever required and test regularly. 10. Provide sufficient exit signs at prominent locations for directing people to the escape staircases and routes. When fire breaks out. 11. Alert all persons 331 Guideline-VIII 12. Put off the fire with appropriate fire extinguishers only when you are sure that you are safe to do so. 13. Escape if you are in danger through the fire escape route to assembly point 14. Fire officers to carryout head count at the assembly point. Incident and accident investigations 1. Carryout the investigation as quickly as possible. 2. Conduct interviews with as many witnesses as necessary 3. Do not rely on any one sole source of evidence 4. Use the following tools: Checklists for obtaining basic and typical information for accidents . Notebook * Tape records . Camera * Measuring tape * Special equipment for the parituclar investigation 5. Obtain answers to the following questions: * When did the accident occur? * Where did it occur? * Who was injured and what was damaged? * What caused the accident? • Why did it occur? * How could it have been prevented? * How can a recurrence be prevented? 6. Prepare a short but sufficient investigation report that contains the following: * A summary of what had happened * A summary of events prior to the accident * Information gathered during the investigation * Details of witnesses * Inforrnation on injury or loss sustained * Conclusions and possible causes of the accident * Recommendations to prevent recurrence * Supporting materials (photos, diagrams, etc.) 32 Guideline-VIII GUIDELINES FOR WORKERS SAFETY DURING CONSTRUCTION Si Stage and Nature of Construction Hazard Safety measures expected to be taken by the Contractors No. and Site Engineers I Excavation in soft loose & slushy soil above The Excavation beyond 1.5 m to 2.00 m to be done in steps 2.00 m depth sliding of earth or collapsing of of minimum 500 mm offsets as shown in Clause 2.18.2(b) sides. and also planking and strutting should be done as in Clause 2.19.1. 2 Excavation in slippery area (water logged) - Try to dewater the area and spread minimum 150 mm thick The labour may fall or machinery on site may sand layer to avoid slipping slip. 3 Excavation in Rock where chiselling is For hammer work, only experienced and skilled labour involved - The fall of hammer may injure the should be employed. Chisel should not be allowed to be held hand, small rock pieces may injure the eyes and by hand, while hammering but chisel holding clamp should legs. be provided. The labour should be provided with goggles and leg cover to protect eyes and legs, from injuries due to small rock pieces. 4 Excavation in Rock where blasting is involved - The work of blasting should be entrusted to only experienced Careless handling may lead to injury to main persons. Provide sufficient length of fuse to give ample worker or a passer by. margin of time from the time of lighting to the time of explosion. A danger zone at least 180m diameter is to be flagged off 10 minutes before actual firing. All workmen should be sent away from danger zone except the firing man, who should-be provided with a whistle. 5 Excavation for drain across road or manhole The area should be well barricaded & a red lamp provided at adjacent to a road - chances of a passer by night. A watchman should be deputed to prevent any move- falling into the excavated portion ment of persons, or vehicles. 6 During Excavation or some times even while In places where the movement of snakes are more the con- concreting - Snake bites or Scorpion stings - tractor should provide the labour with gum boots, gloves etc. and also make snake antidotes available on site. A particular care that has to be taken on such site is to always keep a vehicle available on site to rush the patient to a doctor. This applies to snake stinged patients as well. 7 Centring (form-work) and scaffolding -Form- Many a times ballies joined together give way due to weak work collapse while concreting or just before joint. Hence the use of joined ballies should be restricted. concreting especially when wooden ballies are Only 2 joined ballies out of 8 ballies should be allowed. In used. case of double staging for a Slab at a height, utmost care should be taken to see that the top balli rests on the bottom balli. A particular care that should be taken during each concreting operating of slabs and beams is that, one carpenter I and two helpers with spare ballies, nails etc. should be deputed below the slab/beam that is being concreted to watch any disturbance in the supports of the form-work below during concreting and in case of any doubt the concreting should be stopped immediately and the form work strengthened. Never allow bricks below a balli to make up the required height. This is most dangerous. 8 Form-work for beams and slabs: The bottom of This case is noticed when slender ballies are used without beam collapses and many a times brings down bracing. In fact, no concreting should be allowed without the slab as well, injuring the labour and bracing at 300 mm above ground, and at mid way, in normal supervision staff. beams & slabs. The bracings should be for the support of beams as well as slabs. 9 Form-work for sides of a slab-The labour just This is noticed when the carpenter fixes the side shuttering of rests his foot on the plank and looses balance a slab with a plank just tied by binding wire to the steel and falls resulting a fatal accident. reinforcements and by wooden pieces nailed in wall and plank. This is so weak a portion that with little pressure the plank gives way. Hence side shuttering should be done with a direct balli support from ground or floor, and the practice of tying planks with binding wire to the steel reinforcement should be totally avoided. A temporary railing along the periphery of slab will guard the life of labour and supervision staff. 33 Guideline-VIII Si Stage and Nature of Construction Hazard Safety measures expected to be taken by the Contractors No. and Site Engineers 10 Form-work for beams and slabs-Opening the In fact, this is a most dangerous work. One should be very form- work-Accident due to fall of materials careful while form-work is removed. Only trained carpenters during removing the forms. should be deputed for the work. A safe resting place outside the area of slab as a temporary measure should be constructed from where the Slab can be removed safely. Removal of form-work during night should not be pernitted under any circumstances. 11 Scaffolding-Fall of work-man, Supervision This is a very common negligence on the part of labour who Staff, Standing on Chalis not tied properly or do scaffolding work. The Chalis on which they work either tied only at one end. span over it's comhplete length or is tied loosely and many a (Chalis mainly made of Bamboos). times at one end only. Hence, care must be taken that the Chali do not span over the full length but some middle support should be provided and also the same is tied properly on both ends. 12 Ladders-Balli or bamboo ladders - The The ladders should be strong enough to bear the weight of a horizontal member breaks and the person falls. labour with materials on head. As far as possible a hand rail Some times the top face just rests on wall and should be provided at one end. The horizontal member the whole ladder tilts causing an accident. should be preferably fixed with. bolt & nuts or strong nails. When the ladder is placed across a wall the top portion should be tied firnly to a strong support so that the ladder does not move laterally. 13 Column Reinforcements-Column The tendency of bar-benders is to tie the vertical steel with reinforcements mainly in independent footings coir rope or 8 mm steel rods as ties on all four sides of the collapses - Injury to persons working nearby. column reinforcement. This method of supporting the column reinforcements results in a weak support. Hence, the column reinforcements should be supported by strong ballies on all four sides of reinforcements and as far as possible a combined platform should be constructed out of ballies over which the reinforcements can be supported. 14 Concreting chajjas - When chajjas are While concreting chajjas care must be taken that the labour concreted with out care and on opening the do not stand on the reinforcement and disturb the position. form-work the chajja would collapse, causing Separate scaffolding must be tied over which the labour can injury to labour on top or bottom of chajja. stand and work without disturbing the reinforcements. The main reason is in chajja the steel is placed on top face but if the labour stands on the steel, it will bend and come to bottom face and hence the chaja will fall when form-work is removed, thus, causing injury to labour working on top, or bottom. 15 Dismantling-Dismantled materials may fall on When work of demolition is to be taken up the area should be passer by or the person engaged in dismantling closed for all outsiders. No one should be allowed up to 50 work may fall due to slipping. The dismantled m. from the place of demolition. The workers engaged in materials may fall on persons working below. demolition should be asked to wear safety belts. Helmets must be worn by all the workers engaged in dismantling work. The place should be strictly guarded at night with red lights at prominent places, and watchman should be posted. 16 Electric-Connections/Cables etc. -High The work in such places, should not be allowed to the tension/L.T. Electric wire passing near the slab workers themselves, but in such position the work must be structure- while bending, lifting or tying executed under the strict supervision of a responsible reinforcements the bar benders may sustain the Foreman or a Supervisor. Electric Shock, causing fatal injury. 17 Electric Connections/Cables etc. -Cables below Before taking up the work all available drawings should be ground may get punctured during excavation & studied, local enquiry to be made to know the position of thus electrocute the labour working. Simnilarly cables and work in such area should be got executed under when concreting is in progress the punctured strict supervision of an experienced Foreman or a Supervisor. cable may prone to be fatal to the labour. 18 Electric Connections/Cables etc. -Temporary The Electric wires should be maintained by an electrician Electric lines near damp walls, near joinery who should regularly check up the insulation of wires stretched on a considerable length - There is especially placed near steel items & damp areas. every chance that the wire may get cut due to The temporary wiring should be supported properly. usage and may develop short circuits/leakages As far as possible a good quality wire should be used which 34 Guideline-VIII Si Stage and Nature of Construction Hazard Safety measures expected to be taken by the Contractors No. and Site Engineers etc. and may electrocute the person touching may not get damaged easily. the wire accidentally. 19 Electric and gas welding work - Drilling, All wiring works to be inspected by experienced electrician. polishing work - Done by temporary cables All wires to be properly insulated and fixed at height on used on a number of works - Due to the fact temporary poles. No welding work should be permitted near that the wires are old & when they come in damp area. The welders to be provided with welder's goggles contact with water even in the process of curing & gloves. As far as possible machine in good condition the surrounding area may get affected due to should be used. leakage in the electric current thus causing damage to the workers & supervision staff. 20 Construction Machinery & Lifts - Concrete The Mixers with hopper should be operated by an Mixers - Safety precautions. A mixer with experienced mixer operator and such mixers should not be hopper tried to be operated by an helper could allowed to be handled by.a helper or a labour. not release brake in time thus causing injury to the person near hopper- some times fatal one. 21 Construction Machinery & Lifts - Lifts - Safety (1) A brick protection wall of minimum 1.00 m height should precautions. be constructed around the Lift Pit, thus, preventing the (1) The lift pit if left unguarded the children of children going near the pit. A special care should be taken to workers may fall in the pit resulting in fatal see that the children are not allowed to come near the accident machinery. (2) The manually operated brakes of the lift (2) The condition of the lift must be maintained properly. failed or the communication between the The lift operator should be well trained. The labour receiving labour at the top and the liftman failed the bucket at top should be smart and active enough to and thus, the lift was not controlled and convey the message of stopping & releasing the lift-to-lift resulted in fatal accident. operator properly. 22 Water Storage Tank for general use & curing - The water tanks constructed on site should be protected by at chances of children of workers falling in the least 1.00 m high walls on four sides, so that the children do tank with fatal accident not fall. 23 Misuse of lift by labour and some times No person should be allowed to go to upper floors by lifts supervision staff The lifts that are meant for that are mainly meant for conveying the building materials. lifting materials used by labour to go to upper Fatal accidents have taken place due to above action of floors - The labour thus traveling many a times workers. get injured. 24 Site Cleaning-Cleaning top floors of buildings This dangerous practice should not be allowed at all. The - Upper portion of any structure - Throwing materials should be brought to the ground with the help of lift waste materials broken concrete pieces, brick or the use of rope over pully with a bucket, thus bringing bats, sand etc. straightway from top to ground down materials safely. injuring person below or even a passerby. 25 Bar bending work-Helpers of bar benders to This is a very bad practice. The helpers should bring the rods follow short cut method, throw surplus steel to ground with the help of lift or rope & pulley. pieces from top floors to ground and may cause fatal injuries. 35 I Guidelines- IX GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL All materials shall meet commercial grade standards and shall be approved by the Engineer before being used in the work. Construction Operations Prior to the start of the relevant construction, the Contractor shall submit to the Engineer for approval, his schedules for carrying out temporary and permanent erosion/sedimentation control works as are applicable for the items of clearing and grubbing, roadway and drainage excavation, embankment/sub-grade construction, bridges and other structures across water courses, pavement courses and shoulders. He shall also submit for approval his proposed method of erosion/sedimentation control on service road and borrow pits and his plan for disposal of waste materials. Work shall not be started until the erosion/sedimentation control schedules and methods of operations for the applicable construction have been approved by the Engineer. The surface area of erodible earth material exposed by clearing and grubbing, excavation, borrow and fill operations shall be limited to the extent practicable. The Contractor may be directed to provide immediate control measures to prevent soil erosion and sedimentation that will adversely affect construction operations, damage adjacent properties, or cause contami- nation of nearby streams or other watercourses. Such work may involve the construction of temporary berms, dikes, sediment basins, slope drains and use of temporary mulches, fabrics, mats, seeding, or other control devices or methods as necessary to control erosion and sedimentation. The Contractor shall be required to incorporate all permanent erosion and sedimentation control features into the project at the earliest practicable time as outlined in his accepted schedule to minimize the need for temporary erosion and sedimentation control measures. Temporary erosion/sedimentation and pollution control measures will be used to control the phenomenon of erosion, sedimentation and pollution that may develop during normal construction practices, but may neither be foreseen during design stage nor associated with permanent control features on the Project. Where erosion or sedimentation is likely to be a problem, clearing and grubbing operations should be so scheduled and performed that grading operations and permanent erosion or sedimentation control features can follow immediately thereafter if the project conditions permit; otherwise temporary erosion or sedimentation control measures may be required between successive construction stages. Under no conditions shall a large surface area of credible earth material be exposed at one time by clearing and grubbing or excavation without prior approval of the Engineer. The Engineer may limit the area of excavation, borrow and embankment operations in progress, commensurate with the Contractor's capability and progress in keeping the finish grading, mulching, seeding and other such permanent erosion, sedimentation and pollution control measures, in accordance with the accepted schedule. Temporary erosion is sometimes caused due to the Contractor's negligence, carelessness or failure to install permanent controls. Sedimentation and pollution control measures then become necessary as a part of The work as scheduled or ordered by the Engineer, and these shall be carried out at the Contractor's own expense. Temporary erosion, sedimentation and pollution control work required, which is not attributed to the Contractor's negligence, carelessness or failure to install permanent controls, will be performed as ordered by the Engineer. 36 Guidelines - IX Temporary erosion, sedimentation and pollution control may include construction work outside the right of way where such work is necessary as a result of road construction such as borrow pit operations, service roads and equipment storage sites. The temporary erosion, sedimentation and pollution control features installed by the Contractor shall be maintained by him till these are needed, unless otherwise agreed by the Engineer. 37 Guidelines - X GUIDELINES FOR MEDIAN PLANTATION AND GRASS TURFING 1 GENERAL DESCRIPTION 1.1 The species to be planted in median would be of low as medium height with ornamental value to enhance the visual experience of the road corridor. It will also act as a screen to prevent glare from the incoming vehicles. 1.2 One or two rows of flowering shrubs are recommended in accordance to the varying width of the median of different sections. In sections where median width is less than 1.5 meter, only grass turf is recommended. In median width of 3 meters, one row of shrub whereas in 5 meter median width, plantation of two rows of flowering shrubs are proposed. 1.3 Only two rows of shrubs will be planted on median width of 5 meters and these plants will be at a spacing of 1.5 meters from the inner edge of the median. 1.4 The plants will be at spacing of 3x3 meters and size of the pits for planting will be 0.6m dia and deep. Therefore, total no. of plants per km will be 333 in case where single row is proposed and 666 in case of two row. 1.5 The species recommended for median are mainly Bougainvillea and Kaner. Bougainvillea is considered as the most suitable species as it has a great aesthetic value and it is found in various colours and shades. It can also withstand extreme temperature and climate conditions and also has low, requirements of water. These species have been proposed considering the climatic conditions, requirements of water and future management. However other species listed in the appendices may also be used. 1.6 The surface for the median plantation should be well prepared. The masses of loose debris on the median and any convexities will be removed and similarly and concavities are to be filled by good soil. The surface should have sufficient layer of good quality of soil so as to have a better growth and survival of grasses and shrubs. 1.7 The height of the plants will not be less than 1 ft. and need to be in polythene bags until the planting. 1.8 All plants supplied must be planted within three days of removal from the nursery. 1.9 The contractor will be required to water the area in case of sufficient rains water after planting. 1.10 Size of the pits for planting shrubs - 45x45x45 cm 1.11 No. of Plant per km - 666 1.12 Use of compost of manure - 1/3 of volume of pit mixed with soil, and refilled Table-i: Activities schedule for Plantation along the Road/Median Year Month Si No. Activities to be done I" Year Jan to Mar I Surveying & Clearing of the area 2 Digging of Pits 3 Procurement of Angles Iron and Barbed wire (or other fencing material), and erecting the fence 2f'd Year April to June I Purchase of Farm yard manure 2 Brick/Iron etc. guard for I' row 3. Plantation along the road 4 Filling up of pits with Farm yard manure and soil July to August I Transportation of Plants 38 Guidelines - X Year Month SI No. Activities to be done 2 Planting of Sapling 3 Watering 4 Weeding and Hoeing Sept to Nov 1 Weeding of Hoeing 2 Watering 4 times a month Dec to Feb I Weeding of Hoeing 2 Maintenance March 1 Watering 4 times a month dYears April to June I Watering 6 times a month July to August 1 Casualty Replacement (20% of the total plants) 2 Weeding 3 Maintenance by Mali Sep to Nov I Watering 2 times a month 2 Maintenance by Mali Dec to Feb I Maintenance by Mali March I Watering 4 times a month 2 Maintenance by Mali 4th Year April to March I Watering 2 Casualty Replacement (10% of the total plants) 3 Maintenance by Mali 2 PLANTATION Scope Contractor to furnish all materials, labor and related items necessary to complete the work indicated on drawing and specified herein. 2.1 Materials Saplings * Saplings/Seedlings shall be well-formed and free from defects such as knots, sun-scaled, windburn, injuries, abrasion or disfigurement. All saplings shall be healthy, sound, free from plant diseases, insect's pests, of their egg and well-developed root systems. * No plant will be accepted, if branches are damaged or broken. All the plant material must be protected from the sun and weather until planted. * Any nursery stock shall have been inspected and approved by the Environment officer. * All saplings will be delivered with legible identification labels. The root system shall be conducive to successful transplantation. While necessary, the root-ball shall be preserved by suitable material. On soils where retention of a good ball is not possible, the roots should be suitably protected in some other way, which should cause any damage to roots. Topsoil/Good Earth Topsoil or good earth shall be a friable loam, typical of cultivated topsoil of the locality containing at least 2% of decayed organic matter (humus). 39 Guidelines - X Stored topsoil will be used for plantation at median and also for roadside plantation. Otherwise it could be taken from a well-drained arable site. * It shall be free of subsoil, stones, earth skids, sticks, roots or any other objectionable extraneous matter or debris. * It shall contain no toxic material. * No topsoil shall be delivered in a muddy condition. Manure Only organic manure will be used for plantation. Composts from municipal solid wastes and distillery waste may be used. Manure shall be free from extraneous matter, harmful bacteria insects or chemicals (Subjected to safety norms). General Condition Shrubs shall be substantially free from pests and diseases, and shall be materially undamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall be subjected to adverse conditions such as prolonged exposure to drying winds or subjection to water logging, between lifting and delivery. Supply and Substitution Upon submission of evidence that certain materials including plant materials are not available at time of contract, the contractor shall be permitted to substitute other and plants, with an equitable adjustment of price. All substitutions shall be of the nearest equivalent species and variety to the original specified and shall be subjected to the approval of the Landscape Architect. Packaging shall be adequate for the protection of the plants and such as to avoid heating or drying out. Each specimen of tree and shrub, or each bundle, shall be legibly labeled with the following particulars: * Its name (Both common and Scientific) * The name of the supplier, unless otherwise agreed. * The date of dispatch from the nursery. 2.2 Planting Plants and Shrubs All saplings should be supplied with adequate protection as approved. After delivery, if planting is not to be carried out immediately, balled plants should be placed and the ball covered with sand to prevent drying out. Bare rooted plants can be heeled in by placing the roots in prepared trench and covering them with earth, which should be watered into, avoid air pockets round the roots. Shrubs shall be planted as suggested by Environment officer. Digging of Pits Tree pits shall be dug a minimum of three weeks prior to backfilling. The pits shall be 60 to 90cms in diameter and 90 to 120cms deep. While digging the pits, the topsoil upto a depth of 30cms may be kept aside, if found good (depending upon site conditions), and mixed with the rest of the soil. a If the soil is normal it shall be mixed with manure. * The bottom of the pit shall be forked to break up the subsoil. 40 Guidelines - X Back Filling The soil back filled watered through end gently pressed down, a day previous to planting, to make sure that it may not further settle down after planting. The soil shall be pressed down firmly by treading it down, leaving a shallow depression all round for watering. Planting * No pits shall be dug until final position has been pegged out for approval. * Care shall be taken that the plant sapling when planted is not be buried deeper than in the nursery, or in the pot. * Planting should not be carried out in waterlogged soil. * Plant shrubs at the original soil depth; soil marks on the stem is an indication of this and should be maintained on the finished level, allowing for setting of the soil after planting. * All plastic and other imperishable containers should be removed before planting. * Any broken or damage roots should be cut back to sound for healthy growth. * The bottom of the planting pit should be covered with 50mm to 75mm of soil. * Bare roots should be spread evenly in the planting pit; and small mound in the center of the pits on which the roots are well aid on and evenly spread. * Soil should be placed around the roots, gently shaking the shrubs to allow the soil particles to shift into the root system to ensure close contact with all roots and prevent air pockets. * Back fill soil should be firmed as filling proceeds, layer by layer, care being taken to avoid damaging the roots. Staking Newly planted shrubs must be held firmly although not rigidly by staking to prevent a pocket forming around the stem and newly formed fibrous roots being broken by mechanical pulling as the tree rocks. Methods: The main methods of staking shall be: * A single vertical shake, 900mm longer than the clear stem of the shrubs driven 600mm to 900mm into the soil. * Two stakes as above driven firmly on either side of the shrubs with a cross bar to which the stem is attached. Suitable for bare- rooted or Ball material. • A single stake driven in at an angle at 45 degrees and leaning towards the prevailing wind, the stem just below the lowest branch being attached to the stake. Suitable for small bare- rooted or Ball material * For plant material 3m to 4.5m high with a single stem a three- wire adjustable guy system may be used in exposed situations. The end of stake should be pointed and the lower Im to 1.2m should be coated with a non- injurious wood preservative allowing at least 150mm above ground level. Tying Each shrubs should be firmly secured to the stake so as to prevent excessive movement. Abrasion must be avoided by using a buffer, rubber or Hessian, between the shrubs and stake. The shrubs should be secured at a point just below its lowest branch, and also just above ground level; normally two ties should be used for shrubs. These should be adjusted or replaced to allow for growth. 41 Guidelines - X Watering The Landscape Contractor should allow for the adequate watering in of all newly planted trees and shrubs immediately after planting and during the growing season, keep the plant material well watered. Manure/Fertilizer usage The fertilizers/manure usage should be such that the turn of all the fertilizers comes after, every 15 days from the beginning of the monsoon till the end of winter: Organic well-rotted dry farm yard manure: 0.05 cum or tussle. * Urea 25gm. * Ammonium sulphate 25gm. * Potassium sulphate 25gm. All shrubs, which are supplied pot grown, shall be well soaked prior to planting. Watering in and subsequent frequent watering of summer planted container- grown plants is essential. Application of inorganic manure should as for possible be avoided. Form yard manure as biofertilizer with for better option. Shrub Planting in Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mnm, followed by refilling the excavated earth after breaking clods and mixing with sludge in ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of sludge after reduction by 8%.) For planting shrubs and ground cover shrubs in planters, good earth shall be mixed with sludge in the proportion as above and filled in planters. Positions of planters should be marked out in accordance with the architectural drawing. 3 GRASS TURFING The specifications for grass turfing are to be referred from 'specifications for Roads and Bridge works' by MOST, Section300, Clauses 307.1, 307.2, 307.3. Preparation of Ground During period prior to planting, the ground shall be maintained free from weeds. Grading and preparation of the area shall be completed at least three weeks prior to the actual sowing. Regular watering shall be continued until sowing by dividing the area into portions of approximately 5 m squares by constructing small bunds to retain water. These 'bunds' shall be leveled just prior to sowing of grass plants; it shall be ensured that the soil has completely settled. Soil The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good-Fibrous loam, rich in humus. Sowing the grass roots Grass roots (cynodon dactylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The grass roots stock received at site may be stored and shall be manually cleared of all weeds with water sprayed over areas. 42 Guidelines - X Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed. Maintenance As soon as the grass is approximately a 3 cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8 cms, above to the ground weeds must be removed and regular cutting with the scythe and rolling must begun. A top-dressing of an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied. When the grass is sufficiently secure in the ground to bear the moving machine, the blades must be raised an inch above the normal level for the first two or three. cuttings. That is to say, the grass should be cut so that it is from 4 to 5 cms in length, instead of the 3 cm necessary for mature grass. In the absence of the rain, during the monsoon, the lawn shall be watered every ten days heavily, soaking the soil through to a depth of at least 20 cms. Damage failure or dying back of grass due to back neglect of watering especially for seeding out normal season shall be the responsibility of the contractor. Any shrinkage below the specified levels during the contract or defect liability period shall be rectified at the contractor's expanse. The contractor is to exercise care in the use of rotary cultivator and moving machines to reduce to a minimum the hazards of flying stones and brickbats. All rotary mowing machines are to be fitted with safety guards. Rolling A light roller shall be used periodically, taking care that the area is not too wet and sodden. Edging These shall be kept neat and must be cut regularly with the edging shears. Manuring / Fertilizer use The area shall be fed once in a month with liquid manure prepared by dissolving 45 grins of anunonium sulphate in 5 litres of water. Watering Water shall be applied at least once in three days during dry weather. Watering whenever done should be thorough and should wet the soil at least up to a depth of 20 cms. Weeding Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds. Maintenance The Contractor shall maintain all planted areas within contract boundaries for the entire contract period (for one year until the area is handed over in whole or in phases). Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control of insects, fungus and other diseases by means of spraying with an approved insecticide or fungicide, pruning, and other horticulture operations necessary for proper growth of the plants and for keeping the landscape sub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the sub-contract (for plantation) all trees should be pruned and all injuries repaired where necessary. The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplanting operations. Pruning shall be done in such a manner as not to change the natural habit or special shape of trees. 43 Guidelines - X Nursery Stack Planting should be carried out as soon as possible after reaching the site. Where planting must be necessity he delayed, care should be taken to project the plants form pilfering or damage from people animals. Plants with bare-roots should be heeled- in as soon as received or otherwise protected from drying out and others set closely together and protected from the wind. If planting is to be delayed for more than a week, packaged plants should be unpacked, the bundles opened up and each group of plants heeled in separately and clearly labeled. If for any reason the surface of the roots becomes dry the roots should be thoroughly soaked before planting. 4. COMPLETION On completion, the ground shall be formed over and left tidy. Special Conditions and Particular Specifications: Wherever applicable, work shall be done according to C.P.W.D. specifications *At the time of invitation of tender. * Water shall be made available, near the tube well at one point. Contractors shall make their own arrangement for drawing water from there. Water charges as per the value of work done shall be deducted from the contractors Bills. * If electricity is required for the works, the same shall be made available at one point within the site of works, for which recovery at the prevailing rate per unit shall be deducted from the contractors' bill. * The work mentioned in the schedule of Quantities include grassing as well as planting of trees and shrubs. 'Contractors' quoted rates shall include execution of these works at different levels. No extra cost shall be paid for any item, for working at these levels. The Contractor shall provide all facilities to subcontractor (plantation) / Environment Officer / or his authorized representatives to make frequent inspection of their Nursery and ascertain the process / quality of various categories of trees/plants etc., grown by them. I The safe custody and up-keep of various categories of plants brought to site is the sole responsibility of the contractor and he shall employ sufficient supervisory personnel to ensure the safety of these items. I The site of work may be handed over to the contractors for execution of work in phases, as soon as the same are available. Nothing extra shall be payable for such phased execution of work. a While excavating / executing the work the contractors shall ensure that existing cables / pipe lines / structures / fittings are not damaged. I The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensures that the work of other agencies is not hampered in any way during the duration of contract. The Contractor shall keep the site of works neat and clean during the execution of the work. Any debris found at or near the site of work shall be rescued immediately as and when so required by the Contractor. * On completion of the work, the site of work shall be thoroughly cleaned and all debris removed before the work is handed over satisfactorily. 3 The Contractors shall, without any additional charge to the clients, renew or replace any dead or defective plants/grass and shall fully maintain the whole landscape for a period of 12 months after the certified date of completion. 44 Guidelines - X * Shrubs/small tree shall be of minimum length straight and symmetrical with a crown and having a persistent main stem. The size of crown shall be in good over all proportion to the height of the tree. * Small trees and shrubs shall be well formed with the crown typical of the species or variety. * General Requirements of Plants: > Plants shall be typical of their species and variety, well-developed branches, and well foliated with fibrous root system. Plants shall be free from defects and injuries. Plants shall not be pruned before planting. > Plants shall be free from defects and injuries. > Plants shall not be pruned before planting. > Plants shall not be freshly dug and nursery grown. > Nursery grown plants shall have been at least once transplanted. > Bark shall be free from abrasion. > All trees, soon after planting, shall be properly supported with bamboo stocks to ensure their safety against winds or any other factor, which may affect it adversely. 5. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILIZERS Earth: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum, shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It shall have pH ranging between 6.5 to 7.5. Manure: Manure shall be of well decayed organic matter obtained in dry state from the Municipal dump or other similar source approved by the Project Engineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened. Fertilizers: If the soil tests indicate pH value not as per the above specification namely between '6.5 to 7.5', following measures need to be taken. * If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. * If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of 1 kg per cubic metre to raise pH by one full point. 45 Guideline-XI GUIDELINES FOR THE STORAGE, HANDLING, USE AND EMERGENCY RESPONSE FOR HAZARDOUS CHEMICALS Al. REFUELING/MAINTENANCE PROCEDURE * Truck or suitable containers will bring in all fuel and fluids. There will be no storage of fuel, oil or fluids within 100m (or 50m) of the permanent water line. • Prior to re-fueling or maintenance, drip pans and containment pans will be placed under the equipment. Absorbent blankets may also be required to be placed under the equipment and hoses where there is a possibility of spillage to occur. All used oils or fluids will be properly contained and transported to appropriately licensed (authorized) disposal facilities; Following re-fueling and maintenance, the absorbent blankets (if any) and spill pans will be picked up and the fuel truck or container moved outside of the 100m (or 50m) wide area. Emergency Spill Procedure Should a spill occur, either though spillage or equipment failure, the applicable emergency spill procedure outlined in sections A-2 to A-4 must followed. A2. SPILL PROCEDURE (INSIDE THE STREAM) In the case of a spill, overflow or release fluid into the stream waterway (whether water is flowing during the spill or not), do what is practical and safely possible to control the situation, then get help. > Stop the flow Stop the release into the stream waterway Shutdown equipment Close valves and pumps . Plug hoses > Remove Ignition Sources * Shut off vehicles and other engines I Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away from the potential ignition source (if a fire starts, the extinguisher must be easily accessible). >- Contract the environmental Officer and initiate Emergency Response * Notify the site supervisor and the Contractor's Environmental Officer as soon as possible * The Environmental Officer will review the situation and decide if Emergency Services like Fire Brigade are required * Appropriate parties to be notified of the spill are *: The contractor's Project Manager *: The Engineer through his designated Environmental Officer *: The Client *: Regulatory Agencies like Pollution Control Board, Municipal Authorities, as applicable. 46 Guideline-XI *: Site Safety Officer > Cleanup and Disposal Emergency Services will be engaged for the containment, cleanup and disposal of contamination release into the environment > Reporting The contractor's Environmental Officer will document the event and submnit reports to the Engineer, the Client and appropriate regulatory agencies like the Pollution Control Board (s). > Procedure Review The Engineer will review the report, deterrmine if changes are required to procedures and recommend implementation of all required changes.... A3. SPILL PROCEDURE (ON LAND) In the case of a spill, overflow or release fluid onto land, do what is practical and safety possible to control the situation, then get help. > Stop the flow Stop the release into the water body Shut down equipment Close valves and pumps * Plug hoses > Remove Ignition Sources * Shut off vehicles and other engines / * Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away from the potential ignition sources (if a fire starts the extinguisher must be easily accessible). > Contain the Spill * Dike around the spill to contain the material * Spread absorbent or place a spill blanket on the spill * Enlist the help of personnel on site * Notify your supervisor as soon as possible > Notification * Appropriate parties to be notified of the spill are: *: The Contractor's Project Manager *: The Engineer through his designated Environmental Officer *: The Client . Regulatory Agencies like Pollution Control Board, Municipal Authorities, as applicable * Site Safety Coordinator > Cleanup and Disposal The Engineer's Environmental Officer will ensure that a proper cleanup and disposal method is determined. > Reporting The Contractor's Environmental Officer will document the event and submit reports to the Engineer, the Client and appropriate regulatory agencies like the Pollution Control Board (s). 47 Guideline-Xi U Procedure Review The Engineer will review the report, determine if changes are required to procedures are recommend implementation of all required changes. A4. Spill Procedure (within ponds) In the case of a spill, overflow or release fluid due to equipment or hose failure, do what is practical and safely possible to control the situation, then get help > Stop the flow Stop the release * Shut down equipment * Close valves and pumps * Plug hoses > Remove Ignition Sources * Shut off vehicles and other engines * Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away from the potential ignition sources (if a fire starts the extinguisher must be easily accessible). > Contain the Spill Stop any pumps that may be moving the water from the area where the spill occurred Enlist the help of personnel on site . Notify your supervisor as soon as possible > Notification Appropriate parties to be notified or the spill are: *. The Contractor's Project Manager *: The Engineer through his designated Environmental Officer *: The Client *: Regulatory Agencies like Pollution Control Board, Municipal Authorities, as applicable Site Safety Coordinator > Cleanup and Disposal * The Engineer's Environmental Officer will ensure that a proper cleanup and disposal method is determined. Absorbent pads will soak up the spilled material. The pads will be contained and removed from site for disposal at a licensed (authorized) facility. > Reporting The Contractor's Environmental Officer will document the event and submit reports to the Engineer, the Client and appropriate regulatory agencies like the Pollution Control Board (s) > Procedure Review The Engineer will review the report, determine if changes are required to procedures ad recommend implementation of all required changes. 48 I Guideline-XII GUIDELINES FOR ARRANGEMENT WITH FOREST DEPARTMENT Regulatory framework The PRDBD under the provisions of the Forest (Conservation) Act, 1980 will submit a diversion proposal in the prescribed format through the State Forest Department to the concerned Regional Office of the Ministry of Environment and Forests, of the Govt. of India. The Regional Office is the competent authority to dispose of such proposal irrespective of the area involved. While issuing such approval, the Regional Office may stipulate a condition that for every tree cut at least two trees have to be planted. Forest Department of the Government of Punjab after having identified the lands on the embankment and toes of the road will delineate the proposed area of compensatory afforestation on a suitable map. The Department of Forest will thereafter prepare an afforestation scheme providing therein the details of work schedule, the cost structure and proposed monitoring mechanism. Funding Mechanism * The Ministry of Environment and Forests under their order dt. the 24h', April, 2004 have constituted an authority known as Compensatory Afforestation Fund Managemet and Planning Authority for the purpose of management of money received from user agencies for compensatory afforestation. The PRDBD being the user agency in this project will be required to deposit the money as estimated by the State Forest Department to the CAMPA . * CAMPA shall release funds to the State in predetermined installments through the State Level Management Committee as per the Annual Plan of Operations drawn by the State Forest Department Selection of tree species a Trees to be selected for planting should be site-specific taking into account the type of soil, features of the planting site e.g for saline and alkaline soils and water logged area will require special attention. I Browse hardiness, good growth rate, resistance to insects/pests disease and biotic interference etc should be given appropriate weightage in selection of species. 3 Evergreen / semi-evergreen species should be preferred to deciduous species. * In urban /semi-urban stretches of road , flowering trees should be preferred to add to aesthetics of the surround. I Trees having large tomentose leaves may be included in stretches where particulates are likely to be high. * In the matter of selection of species for planting, stakeholders need be consulted and their views accommodated keeping view the site- specifics. Planting Pattern 3 Monoculture planting should be avoided. Mixed culture of shade-giving, flowering and fruit-bearing species should be preferred. * The first row may be composed of a mix of species of flowering trees; such mix may consist of trees coming into flowers in different seasons. 49 Guideline-XII * The second row may have representation of middle-sized evergreen and fruit- bearing species. * The third row wherever feasible should be of broad-leaved evergreen species; the species should be so chosen as to make sure that they grow taller than tress planted in the first and second rows. Management and monitoring * Strip plantations should be properly fenced to prevent damages by biotic interference. * Wherever possible live- hedges may be provided; in such stretches live-hedges need be grown a year ahead of actual planting; such hedges may be reinforced by weaving with split bamboos. * It may also be explored as to whether communities along the roads can be involved in protection and maintenance of such plantations through a mechanism of sharing of usufructs. * Local voluntary organisations, sports/youth clubs may also be encouraged for protection of such plantations through provision of incentives. 50 I I I I I Reporting Formats I I I I I I I I I I I I I I 11 I - Environmental Monitoring Formats P1: IDENTIFICATION OF DISPOSAL SITE LOCATIONS (To be filled by the Contractor) Name of Corridor Link No._ (Give chainages and nearest settlements from both ends) Si. Criteria on which information for each site is to be collected Site Site Site Site I Existing Land Use 2 Area covered (m2) 3 Total Material that can be dumped within the site (m3) 4 Depth to which dumping is feasible (m) 5 Distance of nearest watercourse (m) 6 Nearest Settlement (m) 7 Date/s of Community Consultation/s 8 Whether the community is agreeable to siting of dumping site (Y/N) 9 Date of Permission from Villager/local community 10 Proposed future use of the Site 1 Selected Site (tick any one column only) Enclosures (Tick as appropriate) 1. Map of each location 2. Photographs a. Each Disposal location b. Each community consultation 3. Photo copy of Agreement Remark Submitted Checked Approved Signature ................. Signature .................... Signature Name ................... Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer PWD Technical Assistance Consultant Page I of 29 Environmental Monitoring Formats P2: SETTING-UP CONSTRUCTION CAMP AND STORAGE AREA (To be filled by the Contractor) Name of Corridor Link No. Construction Stage Report: Date _ _ Month_ _ Year_ _ (Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format) Format to be submitted before target date of establishing camps Location of Camp No. Item Unit Details Remarks by 1. Detail of item camp a. Size of Camp mxm b. Area of Camp Sq.m c. Distance from Nearest Settlement d. Distance from Nearest Water Source Type/Size/Capacity/ present Use/Ownership Date of camp being operational dd/mm/yy Present land use No of trees with girth > 0.3m. e. Details of Storage area (Availability of Mxm impervious surface) M f. Availability of separate waste disposal from Cum storage area 2. Details of toposoil stacking -- - -____ a. Quantity of top soil removed sq.m b. Detail of storage of topsoil Describe stacking arrangement 3. Details of workforce a. Total No of Labourers Nos b Total no of Male Workers Nos c. No of Male Workers below 18 years of ago Nos d. Total No of Female Workers Nos e. No of Female workers below 18 years of ago Nos f. No of children Nos 4. Details of dwelling units a. No of dwellings/huts Nos b. Minimum Size of Dwelling Mxm c. No. of openings per dwelling Nos d. Minimum size of opening Mxm e. Walls specifications f. Roofing specifications g. Flooring specifications h. Drinking Water Tank specifications i. Capacity of Drinking water Tank Cum Page 2 of 29 Environmental Monitoring Formats SI. Item Unit Details Remarks by NO. CMU if any j. Size of Drinking Water Tank Mxm k. Total no of WC Nos I. No of Wcs for female workers Nos m. Minimum Size of WC Mxm n. Total No of Bathrooms for female workers Nos o. Size of septic tank for WC/Baths Mxm p. Capacity of Water Tank for WCs/ Bathrooms and general purpose q. Fencing around camp Y/N 5 Details of facilities a. Availability of secunty guard 24 hrs a day Yes/No b. Details of First Aid Facility Yes/No c. Availability of Dav Care Centre Yes/No d. Availability of dust bins (capacity 60 Itr) Nos Remark Submitted Checked Approved Signature ................. Signature .................... Signature Name ..................... Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer CMU Technical Assistance Consultant Page 3 of 29 Environmental Monitoring Formats P3: ESTABLISHMENT OF BORROW AREAS (To be Submitted by Contractor for taking consent for opening of Borrow area) Name of Corridor Link No. Location Land Use Haul ~~Quantity Dsac rm Dsac rmApoe S1 Name Haul Area of Type of Diarstanc tefro Ditneafromt No. of Trees to ApprOvedar No. of Chainage Se road (inl) Available Material narestWater t nearest be Affected by EO R rk Village (kmn) (LHS)~ length Material Course (in) Settlement Beoe Atr(YIN) Attach Photograph of Proposed Site, Location Map, Agreement Rehabilitation Plan Measures Location 1: Location 2: Remarks Subrnitted Checked Approved Signature Signature ............... Signature ............ Name ............... Name ................ Designation........ Contractor Environmental Engineer. Executive Engineer CMU Technical Assistance Consultant Page 4 of 29 Environmental Monitoring Formats P4: ESTABLISHMENT OF HOT MIX PLANT / BATCH MIX PLANT (To be Submitted by Contractor for taking permission from CMU) Name of Corridor Link No. Location Si Area Distance from Distance from Existing Prevalent Weather in Down No. NameHo Chainage S Haul road Are nearest Water nearest Land Wind Wind Direction EAp res / N o Remarks No. lName of mChainage Side length (i) Course (in) Settlement Use Direction (YIN) I . Attach Photograph of Proposed Site Remark Submitted Checked Approved Signature ............... Signature ............. Name Name ............... Name ............... Designation........ Contractor Environmental Engineer. Technical Assistance Consultant Executive Engineer CMU Page 5 of 29 Environmental Monitoring Formats P5: ROAD SAFETY REPORTING FORMATS Name of Corridor Link No. One time reporting before commencement of construction in the Construction Zone Sketch of construction zone showing all sub zones and location of signs, etc. to be attached with format (Reporting by Contractor to CMU) Format on Acquisition of Temporary diversions to be attached with format Construction stage: Monthly Report - Date ..........Month .........Year......... DIVERSION NO. - Location (km _) Si. No. Item Unit Compliance Remarks Details of Construction Zone I. Length of Construction Zone km 2. Distance between this and next construction zone km 3. Length of transition sub zone (should be min 50 for a speed of 50 km / hr) - 4. Length of work sub zone in urban stretch (should be <2 km) km 5. Length of work sub zone in rural stretch (5-10 km) km 6. Distance between two work sub zones Signage's in Construction Zones 1. Sign saying 'Men at Work' I km ahead of transition sub zone Y/N 2. Supplementary sign saying diversion I km provided Y/N 3. Sign saying 'Road Closed ahead' provided Y/N 4. Compulsory Right Turn / Left sign provided Y/N 5. Detour sign placed 6. Sharp deviation sign placed at end of advance warning sub zone Y/N Signage in Transition Sub Work Zone I. Signage saying 'Keep Right / Left' provided Y/N 2. Delineators placed along length of transition Y/N Signage in work sub zone I. Hazard Marker placed where railing for CD structure on Y/N diversion starts 2. Barricade on either side of work sub zone Y/N Signage in Termination sub zone I. Sign for indication of end of work zone 120 m from end of Y/N termination sub zone Road Delineator I Roadway indicators provided 2. Hazard Makers provided 3. Object Makers Provided Remark Subrnitted Checked Approved Signature ................ Signature ................... Signature Name ................... Name ..............................Name Designation ........ Contractor Environmental Engineer. Executive Engineer CMU Technical Assistance Consultant Page 6 of 29 -- - - _ _ Environmental Monitoring Formats P6: ARRANGEMENT FOR TEMPORARY LAND Reporting by Contractor to CMU (PRBDB) Name of Corridor Link No. Construction stage: quarterly Report - Date: -- Month_ _ Year (Site Layout of all locations to be attached with format) Location Existing Dist. Site Remarks Si. Item Target date Date ofSiera Present Sz re Dist. From From approved by CMII No. for Establish Establish Name of Chainage Area H Land ( hx) i cm nearest nertt o not (PRCMB) metmn ilg k) (LHS (MIn) legh use gmirt>0hc settlement water (I) if any enmet Vlae (i) RHS) (in) gihsource Borrow Areas BAI 2. Workers Camps WC]I 3. Site for Batching Plant BPI 4. Site for Hot Mix Plant HMPI .S. Stock Yard --SYI== Rernarks Subnmitted Checked Approved Sigiature Signature ................ Signature ............ Nam Name ............... Name .................... Designation........ Contractor Environmental Engineer. Technical Assistance Consultant Executive Engineer CMU Page 7 of 29 Environmental Monitoring Formats P7: POLLUTION MONITORING Namn ol ( onidor Linl; N,, Constmo i'on Stage: Report-Date: . .Month Year . . Miti,p:aion measures suggested in last report complied or Not ............................................................................................................. If nil i c\uns thereof................................................................................................................................................................ (Loa cni at which monitoring to be conducted as per EMP) S. ~hiing etalsof Durtin o IstrmetsReasons for Mfitigation Type of area S. Cliainag Detailsof| Duration of Instruments Completion Standards Results exceeding Measures (Residential I Remarks No. t (km) locations monitoring used standards suggested Inmerial) stanards suggsted Commercial) 1. Air Moniotoring SPM SPM RSPM RSPM HC HC sox SOx NOx NOx 2. Water Monitoring pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform | Coliform BOD BOD COD COD Oil & Grease Oil & Grease Page 8 of 29 Environmental Monitoring Formats S. Chainag Details of Duration of Instruments Reasons for Mitigation Type of area S. Chiag Dtal o urtinof Istuens Completion Standards Results exceeding Measures (Residential Reak No. e (km) locations monitoring used standards suggested Industrial / Commercial) 3. Soil Monitoring pH pH Organic Matter Organic Alkalinity Matter Conductivity Alkalinity Water holding Conductivity capacity Water Pb holding capacity Pb 4. Noise Monitoring IIIL day equivaklm L day cquivalern IIjL night equivul.nt L nigght equi,jlent I _L equialent L equiant Remark Submitted Checked Approved Signature ............... ...Signature Signature ............ Name .................. Name ................... ...... Name ............... Designation........ Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 9 of 29 Environmental Monitoring Formats P8: TREE CUTTING/STUMP REMOVAL Name of the Road: Date: Month Year Girnh Dry / Average Remars SI. No. Section Distance Identification Species (cm) Green Height (Km) from edge Number of Marked in Local Botanical (i) existing Field Name road Remark Submitted Checked Approved Signature ................. .Signature Signature ............ Name Name............................ Name Designation. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 10 of 29 Environmental Monitoring Formats P9: IDENTIFICATION OF SOURCE OF WATER FOR CONSTRUCTION Name of Corridor Link No. Construction Stage: Monthly Report - Date. Month ................. Year S. No. Source (Name) Location /Ch. Distance from Road Permission Required Remarks Remark II Submitted Checked Approved Signature .................. Signature Signature ............ Name .................... Namee .................... ...... Name ............... Designation........ Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page I11 of 29 Environmental Monitoring Formats Cl: DETAILS OF EARTHWORK (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Borrow Area under use Reporting Month Date of Submission ............. Location of Borrow Area under use Name of Village Chainage (km) Side (LHS / RHS) Haul road length (m) I (Show on a Sketch Plan clearly indicating distance and approach roads) 2. Details of Borrow Areas 2.1 Capacity of the Borrow Area 2.2 Percentage of the capacity exhausted 2.3 Total quality of the Earth Excavated (in cum) 2.4 Quantity of Top Soil removed from the Borrow Areas 2.5 Location of Top Soil stored removed 2.6 Quantity of Top Soil stored at the beginning of the month 2.7 Quantity of Top Soil utilized at the end of the month 2.8 Location (s) where Top Soil has been utilized (Specify on a location plan) 2.9 Quantity of earthwork excavation from existing road 2.10 Total quantity of earthwork reused in cum. (5%) 2.11 Location disposal (if other than sites) (Specify clearly on a location plan) 2.12 Quantity of earthwork re-used in fill operation 2.13 Location of borrow areas in disuse / exhausted Outline a rehabilitation plan for each of the exhausted borrow areas 2.14 with special reference to Erosion Protection Measures. Also, submit at separate detailed rehabilitation plan for exhausted borrow areas for approval supported adequately with layouts, plans and drawings. Remark Submitted Checked Approved Signature ................ Signature ................... Signature Name ................... Name ................... ....... Name Designation. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 12 of 29 Environmental Monitoring Formats C2: DETAILS OF HOT MIX PLANT (To be filled by the Contractor) Name of Comdor Link No. Monthly Report for Each Hot Mix Plant Reporting Month...................... Date of Submission....................... 1. Environment Features of the surrounding area 1I Name and location of Hot Mix Plant (w.r.t. PWD km ch.) 1.2 Wind direction 1.3 Name (s), distance population and type of settlements in a 1.5 km radius of site. 2. Draw Sketch Plan of HMP clearly indicating distance and approach roads. 3. Details of HMP and Mitigation Measures taken 3.1 Installed Capacity 3.2 Average Utilization 3.3 Make 3.4 Model 3.5 Last Serviced 4. Explain Air Pollution Control Measures taken at the HMP site I I 5. Explain Noise Pollution Control Measures taken at the HMP site I- Remark Submnitted Checked Approved Signature ................. Signature ...................... Signature Name ................... Name ......................... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 13 of 29 Environmental Monitoring Formats C3: DETAILS OF LAND FILL OPERATIONS (To be filled by the Contractor) Name of Corridor Link No. .- Monthly Report for Each Contract Package Reporting Month...................... Date of Submission ...................... 1. Enviromnent Features of the surrounding area 1.1 Location of each land fill site (Provide sketch Name of Chainage Side Haul road Map below) Village (km) (LHS/RHS) length (m) I II 1.2 Capacity of each land fill site 1.3 Safety measure taken at land fill site (s) I . 2. 3. 4. 5. Remark Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name ................... ....... Name ............... Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 14 of 29 Environmental Monitonng Formats C4: DETAILS OF MACHINERY IN OPERATION (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Contract Package Reporting Month ......................... Date of Submission ................... (Attach copy of PPCB emission control certificate every 3 months) 1. Details of Machinery Operation 1.1 Total machinery in operation (Nos.) 1.2 Number of pavers 1.3 Number of rollers 1.4 Number of excavators 1.5 Number of graders Nos. 1.6 Number of dumpers Nos. 1.7 No. of workshops with repairs facility (furnish Workshop on Facility location and type of facility provided) Location Provided 1.8 Number of vehicles in repair at each location 1.9 Number of oil interceptor provided in each repair / fuelling site 1.10 Total quantity of oil and wastes recovered in each Oil waste Liters, Kg. interceptor during last month. 31.11 Details of waste disposal. (Whether Sold/ Disposed) Remark Submitted Checked Approved Signature ............... Signature .................... Signature Name .................. Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 15 of 29 Environmental Monitoring Formats C5: REDEVELOPMENT OF BORROW AREAS (To be filled by the Contractor) Name of Corridor Link No._ Construction stage: Monthly Report - Date: Month Year Drawing for Redevelopment to be attached for each Borrow Area, (photographs of sites before use & after rehabilitation to be attached) Borrow Area Location Si. Borrow Aa ard Land Rehabilitation Date of approval of Date of Handing No. Area No. Name of Chainage ArLHSHaulength use Measures Rehabilitation Over to Owner Village (kmn) LHS) (M2) (in)t Remark Submitted Checked Approved Signature ..............Signature Signature ............ Name ..................Name Name ............... Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 16 of 29 Environmental Monitoring Formats C6: SAFETY CHECK LIST (To be filled by the Contractor) I Contract No. 2 Name of Contractor 3 Representation 4 Name of Safety Officer 5 Date of Inspection Location 1 .............. Location 2 ............... Location 3 ............. Adequate at time of Inspection Location 1 Location 2 Location 3 Remark Needs Improvement AC ACB Needs Immediate Attention C A - General House keeping Stacking of Material Passageway Lighting Ventilation Others Electrical Switches Wirings Fixed Installation Portable Lighting Portable Tool Welding Machine Others Fire Prevention Fire Fighting Appliance Dangerous Goods Store Gas Welding Cylinders Others 3 Others Dust Control Noise Control First Aid Equipment Washing Facility Latrine Canteen Provision of Personal Protective Helmet Eye Protector Ear Protector -_- Respirator Safety Shoes Safety Belts Others Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name .................. . . Name ......,................ Name Designation........ Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 17 of 29 Environmental Monitoring Formats C7: ACCIDENT REPORT (To be completed on Occurrence of Injury by the Safety Officer) Type of Accident DOI ( ) Fall of person from a height DlI ( ) Explosion D02 ( ) Slip, trip or fall on same level D12 ( ) Fire D03 ( ) Struck against fixed objects D13 ( ) Contact with hot or corrosive substances D04 ( ) Struck by flying or falling objects D14 ( ) Contact with poisonous gas or toxic substances D05 ( ) Struck by moving objects D15 ( ) Contact with electric current D06 ( ) Struck / caught by cable D16 ( ) Hand tool accident D07 ( ) Stepping on hail etc. D17 ( ) Vehicle / Mobile plant accident D08 ( ) Handling without machinery D18 ( ) Machinery operation accident D09 ( ) Crushing / burying D19 ( ) Other (please specify) DIO ( ) Drowning or asphyxiation - Agent Involved in Accident EOI ( ) Machinery El I ( ) Excavation / underground working E02 ( ) Portable power appliance E12 ( ) Floor, ground, stairs or any working, surface E03 ( ) Vehicle or associated equipment / E13 ( ) Ladder machinery E04 ( ) Material being handled, used or stored E14 ( ) Scaffolding/gondola E05 ( ) Gas, vpour, dust, fume or oxygen E15 ( ) Construction formwork, shuttering and falsework E06 ( ) Hand tools E16 ( ) Electricity supply cable, wiring switchboard and associated equipment E07 ( ) Floor edge - E17 ( ) Nail, sllnter or chipping E08 ( ) Floor opening E18 ( ) Other (Please specify) E09 () Left shaft E19() EIO( ) Stair edge - Unsafe Action Relevant to the Accident FOI ( ) Operating without authority Fl 1 ( ) Failure to use eye protector F02 ( ) Failure to secure objects F12 ( ) Failure to use respirator F03 ( ) Making safety devices inoperative F13 ( ) Failure to use proper clothing F04 ( ) Working on moving or dangerous F14 ( ) Failure to use warn others or given proper signals equipment F05 ( ) Using un-safety equipment F15 ( ) Horseplay F06 ( ) Adopting unsafe position or posture F16 ( ) No unsafe action F07 ( ) Operating or working at unsafe speed - F17 ( ) Others (please specify) F08 ( ) Unsafe loading, Placing, mixing etc. F18 ( ) F09 ( ) Failure to use helmet Fi9 FIO ( ) Failure to use proper footwear GOI C ) No Protective gear G08 ( ) Unsafe layout of job, traffic etc. G02 ( ) Defective protective gear G09 ( ) Unsafe process of job methods G03 ( ) Improper dress / footwear GIO ( ) Poor housekeeping G04 ( ) Improper guarding 0GI ( ) Lack of warming system G05 ( ) Improper ventilation G12 ( ) Defective tool, machinery or materials G06 ( ) Improper illumination G13 ( ) No unsafe condition G07 ( ) Improper procedure G14 ( ) Others (please specify) Page 18 of 29 Environmental Monitoring Formats Personal Factor Relevant to the Accident HOI ( ) Incorrect attitude / motive H04 ( ) Unsafe act by another person H02 ( ) Lack of knowledge or skill H05 ( ) No unsafe personal factor H03 ( ) Physical defects H06 ( ) Other ( please specify) Remark Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name ................... ....... Name ............... Designation .............. Designation ................... Designation.......... Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Part-1I - To be completed Upon Finalization of Employee's Compensation Claim 101 ( ) No permanent incapacity 102 ( ) Less than 5% incapacity 103 ( ) More than 5% incapacity 104 ( ) Fatal Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name ................... ....... Name ............... Designation .............. Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 19 of 29 Environmental Monitoring Formats C8: POLLUTION MONITORING Name of Corridor Link No._ Construction Stage: Report - Date: . .Month Year Mitigation measures suggested in last report complied or Not................................................................................................................ If not reasons thereof ................................................................................................................................................................ (Location at which monitoring to be conducted as per EMP) Si. Chainage Details of Duration of Instruments Compltion Standards Reslts exceedingst Measures (Residential/ Remarkis No. (km) locations monitoring used stnad ugse ndustril I - stadard suggsted Comrnercial) 1. Air Monitoring SPM SPM RSPM RSPM HC HC NOx NOx 2. Water Monitoring pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform BOD BOD COD COD Oil & Grease Oil & Grease Page 20 of 29 m - - - m - Environmental Monitoring Formats Reasons for Mitigation Type of area Si. Chainage Details of Duration of Instruments Compleion Standards Results exceedin Measures (Residential Remarks No. (km) locations monitoring used standards suggested Industrial / stanards suggsted Commercial) 3. Soil Monitoring pH pH Organic Organic Matter Matter Alkalinity Alkalinity Conductivity Conductivity Water holding Water holding capacity capacity Pb Pb 4. Noise Monitoring I L day equivalen |L day equivalen L night eqaivalen | L aight equivalent L equivalcnt L equivalent Remark Submitted Checked Approved Signature ...............Signature Signature ............ Name Name................ ........... Name ............... Designation .............. Environmental Engineer Executive Engineer Contractor Technical Assistance Consultant CMU, PRBDB Page 21 of 29 Environmental Monitoring Formats C9: ENHANCEMENT MEASURES (To be filled up by Contractor) Name of Corridor Link No. Consent Total budget Date of Name of the Chainage takenStr SI. No. Corridor Name Site (km) (Y/N) Total Utilized Stoafrt Remarks work Remarks Submitted Checked Approved Signature ................Signature Signature .............. Name ...... ................ Name ................................. ................. Designation ......... Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 22 of 29 Environmental Monitoring Formats C10: RESTORATION OF CONSTRUCTION SITES (To be rilled by the Contractor) Name of Comdor Link No. (Reporting by Contractor to CMU) Construction stage: Monthly Report - Date .............Month........... Year. Labor Cont c Plant Site Borrow Disposal Si. Contract Camp io ln ie areas Locations Top Soil No. Package Camp 0 R 0 R 0 R 0 R 0 R Preserved Restored Remark Submitted Checked Approved Signature ................. Signature ..................... Signature Name .................... Name .......................... Name ............... Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 23 of 29 Environmental Monitoring Formats 01: POLLUTION MONITORING Name of Corridor Link No. Construction Stage: Report - Date: . .Month . ,Year . . Mitigation measures suggested in last report complied or Not ................................................................. If not reasons thereof............................................................................................................... (Location at which monitoring to be conducted as per EMP) 0 C ' m | [ iXin;it s i2 i _- - SPM SPM RSPM RSPM HC HC SOx SOx NOx NOx pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform BOD BOD COD COD Oil & Grease Oil & Grease pH pH Organic Matter Organic Matter Alkalinity Alkalinity Conductivity Conductivity Water holding capacity Water holding Pb capacity Pb L day eq.j,aleiij L duy equivulem L ugilt equivaleit L night equivalenit L quivait L quivalent Remark Submitted Checked Approved Signature ................ Signature ................... ... Signature Name Name.......................... Name ............... Designation .............. Designation ................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 24 of 29 Environmental Monitoring Formats 02: CLEANING OF CULVERT OPENINGS AND LONGITUDINAL DRAINS (To be filled by CMU, PRBDB) Name of Corridor Link No. Construction Stage: Report - Date_ _ Month Year SI. No. Structural No | Pre monsoon Date Post monsoonT Date Name of the Corridor 3 14 5 I ~6 _ * 9 112 1 3 Remark Submitted Checked Approved Signature ................ Signature .................... .. Signature Name ...................... Name .................... ..... Name Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 25 of 29 Environmental Monitoring Formats CMU 1: FORMAT FOR KEEPING RECORDS OF CONSENT OBTAINED BY CONTRACTOR Name of Corridor Link No. Construction Stage: Report - Date: _ _ Month Year_ SI. No. Contractor's Clearance Applicable Agencies Obtained on Valid upto Remarks N am e jA cts -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Name of Corridor Remark Submitted Checked Approved Signature ................. Signature ....................... Signature ............ Name ................. .... Name .................... ..... Name ............... Designation .............. Designation .................... Designation........... Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 26 of 29 Environmental Monitoring Formats CMU 2: CHECKLIST FOR ENVIRONMENT INSPECTION (Points / Issues to be covered) Name of Road_ Date of Inspection Si. No. ESMP Measures I Provision of a personnel accountable for implementation of ESMP / Safety Measures with Contractor 2 Consent of PCB to Establish HMP 3 Consent of PCB to operate HMP 4 Compliance of PCB Conditions for HMP installation and operation 5 Whether compliance reported through monthly Progress report to Divisional Office of Executive Engineer 6 PUC taken for all Construction vehicles 7 Concrete platform with trap under bitumen boiler, Fuel Tank for HMP and generator set provided or not 8 Precautions to prevent contamination of soil by emulsion, Bitumen, oil and lubricant taken while storing 9 Providing cover to fine construction material & bituminous mix during transportation Borrow areas: a) Borrow areas approved by Department Ib) Existing land was used 10 c) Nos Opened d) Available Quantity Ie) Utilized Quality f) Balance Quantity c) Nos of Borrow areas Rehabilitated Spoil and debris disposal: 11 a) Present status of land b) Closure and completion plan Site specific traffic Safety management Plan: 12 a) Contractor installed the warning / regulatory Traffic signs at the construction site b) The arrangement adequate 13 Safety equipment i.e helmet, gloves, gumboot, mask, earplugs etc. provided to workers 14 Health Facility at camp and work site i.e. First Aid kit & suitable vehicle for conveyance in case of emergency / accident 15 Permit for Procuring River sand 16 Licence from Department of mines for quarrying 1 7 Consent to establish / operation of crusher 1_ 8 Provision of labour camp with sanitation & potable water 19 Fire precautions at Hot Mix Plant and site Office 20 Air and noise monitoring done in camp site 21 Whether any cultural property is being impacted 22 Status of drainage provision in camp area 23 General House Keeping Remark Submitted Checked Approved Signature ................. Signature .................... .. Signature Name ................. ... Name .................... ..... Name Designation .............. Designation ................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 27 of 29 Environmental Monitoring Formats CMU3: SUMMARY SHEET (To be filled monthly by CMU and Submitted to HO, PRBDB) Name of the corridor Link No._ Month Datea Si Description Remarks No. 1 No Objection Certificate A Hot mix Plant Location I Location 2 Location 3 B Cement Batching Plant Location I Location 2 Location 3 2 Pollution Under Certificate Vehicles Machineries 3 No Objection Certificate for Diesel Gen set Location I Location 2 4 Labour Camps No. of sites Identified Approved Opened Conforms to conditions imposed at the time of opening of sites Closed 5 Workers No of workers employed No of male workers No of female workers No of day workers 6 Borrow Area No. of sites identified Approved Opened Quantity of available material Quantity of material Utilized Quantity of Topsoil preserved Quantity of top soil used No of sites closed No. of sites Rehabilitated Page 28 of 29 Environmental Monitoring Formats No. Description Remarks 7 Quarry No. of sites identified Approved Opened Material available Material obtained No. of sites Rehabilitated 8 Disposal Locations No. of sites identified Approved Opened Amount of Waste disposed Type of waste disposed No. of sites Rehabilitated 9 Road Safety Road Safety norms followed as per guidelines, SP-55 and approved Traffic plan 10 Cleaning of Culvert/ drains No. of culverts/ drains Nos Cleaned 11 Trees No of trees marked for cutting in field No of trees cut No of trees to be Planted Trees Planted 12 Haul Roads Adequacy of maintenance of Haul Road Network Remark Submitted Checked Approved Signature ................. Signature .................... Signature Name .................. Name .................... .... Name Designation .............. Designation ................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Technical Assistance Consultant Page 29 of 29 I I I I I Annexures I I I I I I I I I 1 I I. I I iI I I I I i I i i i i i i ti i I I tI II i I I I i i I i ROW 12000 EARTHDER HARD ER HARD EARINB4 H0t SHOALOER PROPOSED CARRIAGEWAY SHOULDER 5HOLWDER -I 700(min.) VARIES -00-1 500 7000 -1500 1000 VARIES 1 700(nAn.)- t ~ 5.300 to 54600 EXIST114 CARR1EWAlWY -5-X 3.0X I 2I - 2.5X I . 0X 3.5X EOSTIN GS OUND OG -DRAIN AS PER DE5GN 540mm GRAVEL~ 250mm C5B - 500mm SU9GRA0E 40mm BC =--- PCC -- EUSTING PAVEMWET ACRONYMS:- BC BITUMINOUS CONCRETE DBM DENSE BITUMINOUS MACAOAM PCC PROFILE CORRECTIVE COURSE .wmm WET MIX MACADAM GSB GRANULAR SUBBASE x- RD 1D0c. 2005 Inltol Oroning P..bBU.RoA oL. pojctPckgeIIs.a- iLtpRBlDg/NA.GRAAl/tCS/ I /RO PunjabI- Road an Brige scle U:4, Re*ieone Fo eald\o"-1 .ToLLeCrao Development Boird SeR:o:0hb{Pbta-i P of aout 5-00 Kin PreJt et"V byze 1as% br 0Id nhY W-L rmdiXhn | | b1 ROW KARD HARD 2000-2500 SHOULDER PROPOSED CARRIEWAY SHOUER 2000-2500 FOOTPAin/ --e 500- 70 g0 21500 FO F TPAT F/ r CSVERED DRAii TV ERED DRAi e 5300/5500 RrSin EXIfDSTING CARFAEWAY Rattng .8 05 IS 059 . L J%2SX% 25UJXs Drain as p as Dln2ICAAL Dbe r Delgn Surlee Dr"ringIn T"et Sudec Or"a in Two tay 230 Ws - 230 WMM 40 8C 500 SUB GRADE - n 50 DE4 500 SUB GRADE PCC WSTiNC PAVEMENT- Note:- I. Ail Dimensions are in mm. 2. For Drain Details refer drainage standard drawings ACRONYMS:- POC PAViNG QUALTY CONCRETE DkC DRY LEAN CONCRETE DBM DENSE IrTUMINOUS MACADAM WiMM WET MIX MACADAM GSA GRANULAR SUBBASE Ro sa. 2005 Initin Drawing .R iO De4e1pient IaterecUssaisl Cs.SW"Xt.a & ?ek.ese PIK 1,Ad. monoton R Pw4ab Sate Read aeotor ProJ et Paoke-l Typical Cross SecUon for l4h i DRAWING No: Punasb Roadm I Pd Bridgest etae50 P(rhe-1 rer Ror. t for reixdble Pavement In .t,OW - PRRGDtCS/2/RO Development Board RebflltaUsm abt 000 R nIti. Builtup Area LJI , C- b-j b1- 2 W. CW b, etip"b.d 01whd" 6 A....d by III y1ICse5.. ,.IheO m - - - 15000 2000-2500 - ~10000- 20-50 -FXWTPATH/ -5HOUtDER/ ICRAGWY-ISHOULDER/ -FOOTPATIH/- COvERED DRAIN PMKICNG I7000 IPARKING COVERED DROIN I _1 2.% 5X L 5 OX, D as .e D-sign rn e per esigntlng Road Drn oa per Design 270mnm POC Surface Dreaing In Two tan- 100m DLC WMMu 230m~- - GSB 250mmn t 50mm GSB Sub Grde mScarify top Eituminous Layer Note:- 1. All Dimensions ore In mm. 2. FAr Drain Detoils refer droinage standard drawings ACRONYMS:- POC PAVING OUALlY CONCRETE DLC DRY LEAN CONCRETE DOM DENSE BITUMINOUS MACADAMI WMm WET miX MACADAM GSB GRANULAR SUBBASE go Doe. 2005 | ilDai Drawl., IetsresoeUcotoid c.elte1t. h rt I " AeD t Urb C a nR PujbResadfrga 5..18 uJbSa.la etrPeetPaaei_ A-a 5 - 104DRAWING Nei (Punabae-I er" Detaile Prejeet Isart for1 Typical Croess seUon for Rigid R8tS30 Denjaeloadsent BorLd RehsBeale:U.n i(Ph&"-I) For (5 r psyrnut In urban Ares.'S. soets3R Deeomn or .Fyaed by I -'P- by I.a4b ~ee O i YI: ROW EARnMN EARTIEN SMOULER PROPOSED CARRIAGEWAY sNILJaER -17O(min.)-- VARIES- -¶0- 7000 -1000- -VMIES 1700(ml)- ;WSTINC CARAWEWAY4 C5W 25W 2CW5 2 3.5 aL T _ - I-. - --L 3J25 CA L325 JUtAWL\ IN TWO STAGES DRAIN AS PER OESiCN -RAJN AS PER DESIN 2550soEC~~2 =l6 -- 250" 25 SDOC 50 Dom SODDOM 250 U APCC - -- IU SLOB-BASE AND ORAINACE (CS0) V UsnNO PAVOJENT sco SUBGRADE 250 WIDE EDGE InAETMENT ACROYNMS:- SDBC SEMI DENSE B1ITUMINOUS CONCRETE OBM DENSE BITUMINOUS MACADAM PCC PROFILE CORRECTVE COURSE WUM WT MIX MACADAM GSB GRANULAR SUBBASE Ro D.c. 2005 I ntlol owing hietm tl. CceeIt.ato a ?e.bacert. Pnt Ud.* n Punjab Rtoads and Bridges el.11 Puajab Stat. R.ad S"e.i. Project Paakage-fl Typical Crous SecUon for ~ I fr wlVj 104DRAWING No: - ^- - *i et oWion Development Board M Del I:A LeO =B7a-.s- lng SieUo n lo | I |2M° - PRE O/TM-ATT/TCS/4/RO Rehabil te f bu 6.0 m a egh Two lane Carriageway Md tv tweimbrl cc Anw hc.d by ME KIM~ US ROW 12000 Eama PaedPowd Earthien~ Shoulder Sh- er P S S -1700(mln.) V.AmlkNO - Shoulde 7000 Pro-1SoOTO1-0 VARYINO O- 1700(min.)- 300E5) (E5) | (E.19tng Cc,,1c9-eY) | (EPS) (EES) t ~r DR.AIN AS PER DESGN DRAIN AS PER DE51CN En0snU PA CT ACRONYMS:- BC BITUMINOUS CONCRETE DBM DENSE BITUMINOUS MACADAM PCC PROFLE CORRECIvE COURSE GSB GRANULAR SUBBASE EPS EXISTING PAVED SHOULDER EES EXISTING EARTHEN SHOULDER Roe I.. 2005^ 1-10 D-nrsclmnna PTnjpb Road and Bridgoo - z.so PunJab °tat. Rod -t PreJ e Tfl aicol Croon SocUon AG DRAtNC No: DP btlopadent Bo rd (Phoae-1) Por Detailed Projet Riaort tor RehabilitaUon of TWo Lane |PRD/CHA-SIR/rCS/5/RO D p ohabilitatio of about 264.000 KM ad 1.th p b b b nu TCS I 12OW EaoeEen Pnvd Pvevd crohn ShouId r Sholder Proposed Carrtagaway ShoLd?r Shoulder -1700(,,,n .) VAR]NO -0 7000 -. VAifftNO 41700(min.)- IO00-1500 - "E5 |(0bnt e 13g io-1)501 TE5 100 t5X 2L30-50 700 IO25X- 50Q 15 OD (EElatSngCW,Irq.ay) \ EARTH t EARtTH DRAIN AS PEt DE5GN DRAIN AS PER DESIGN ftC 40 W5TIFtG PAVWENT- APPUCALE CHAINAGES:- ACRONYMS:- 1I. Km 9.700 to Km 11.250 BC BITUMINOUS CONCRETE 2. Km I2.050 to' Km' 13.00" 0BM DENSE BITUMINOUS MACADAM 3. Km 15.750 to Km 39.535 PCC PROFILE CORRECTVE COURSE 4. Km 39.920 to Km 41.645 GSB GRANULAR SUBBASE 5. Km 42.230 to Km 4.970 EPS E0STINO PAVED SHlOULDER NOTE:- EES EXISIlNG EARTHEN SHOULDER Taking into the recent resurfacing work carried out Into consideration from Km 22.700 to Km 44.000.the proposed OBM thickness for strengthening the existing eurfoce Is kept ox 50mm. RI My 2001 Modd Dain aO c. 2005 intiua Drwino OdewO.d PK , ..d.d PunJab btate Read Beater Project Packae-n Typical Crocx SecUon A-. , eatew * 1-00 DRAWING Nei i6lb4btUt o about 000 Mm Read Lg i PRSOS/CHA-S1R/TCS/1/4/RI Development Board ca,~ l f h1 4~~t rriagerwa? As-d b PEROaRM TCS- I -w- L X11 -lw--W, aam Ara FA AS APPLICABLE CHAINAGES K. Km 11.250 to Km 12.050 ACRONYMS:- BC BITUMINOUS CONCRETE DOM DENSE BITUMINOUS MACADAM PCC PRoFILE CORRECTIVE COURSE YYM M WET MIX MACADAM GSB GRANULAR SUBBASE RO Mo 20061 Initaol Drawin L lla -scUataft" Osawa. a & s -asors.$ pit 3M. Sv RsLons Punjsb Stat. Road Seater P,ot Proec Ske-oU -| 4 | | 4 lkl DRWN No: Punjab Roadm and Bridges (Pusae1) for etidPajtRprtfor Typical Cross Seotion r PRihII3di PazS1R-mTCSR/2N4/No Scala: L:75 RehabilitaUca,a aof t Z 554.000 m a Leoth for Pour Lane with divider n -r Development Board (Cadlr-adanCMJ-1hn Road) Lt') IM : eapd ebobod k, An-,.. hg FE iWU TCS-2 #em - APPUCAm CRAC4AG:- rs:a Vc- so wa a.lDr -- I I 1- M "- ma - m ma - m APPLICABLE CHAINAGES 1. Km 39.835 to Km 39.920 ACRONYMS:- 2. Km 41.645 to Km 42.230 ACRONYMS:- . C : BITUMINOUS CONCRETE DBM : DENSE BITUMINOUS MACADAM PCC PROFiLE CORRECTIVE COURSE %W4M WET MIX MACADAM GSB GRANULAR SUBBASE RI IMY 2006 WMode Drawing RO loe. 2005 n l.°titl Drowing bl.4-U.-leI C.oaTe & Y..ke.. Pot LAd. 63O Puajab State Read Sector Project Package-[[ A-I Groos DRAWNG No Punjab Roads and Bridges (pse-1) pew Detailtd Prroet Report to forTFo|pical Croor Section Ph; p DHA'StRA S4G o R Development Board Sse l t:75 RehbiIoUe *d t or Four lana with divider iIL| i. PRBDG/CHA-9R/rCS/4/4/RI l(Chaudigarh-taadran-Chual-Sirbiad Rad) LI PI fto.d by I bolp by by A14cci bL Vx Ki TCS-2 ROW 12000 EARTHEN HARD HARD EARTHEN SHOULER SHOULDER PROPOSED CARRIAGEWAY SHOULDER SHWOLDER -1700(min.) VARtES -1000 1500--t0t VARIES- -I 700(nygn.)- 5.300 to 5A00W ISIWd CARRIAGEWAY C/W C/W WDEING WtDENIN 5%X 3.0 2t5X 2 3 % -X 15-x ORAiN A5 PL PR DRAIN AS PER DESGN v4mn CFtAVL 250.l W^ mm 500mm 5U8aRAOE 40mm DBC PoC EISlING PAV'fiEUT UAPPUCABLE CHAINAGES :- ACRONYMS:- 1. Km 0.00 to Km 16.800 BC BIlTUMINOUS CONCRETE 2. Km 18.600 to Km 21.400 DBM DENSE BITUMINOUS MACADAM 3. Km 24.700 to Km 34.000 PCC PROFILE CORRECIVE COURSE 2 oW WET MIX MACADAM GSB GRANULAR SUBBASE R2 20061 Modified Ora R r 4.d r 2000 | Mold Oad Ra Do.. 2005 I .ito Drawing inI..eIathaid Coom.taaI & ?.ha...rIa Pvt 6e 3 oflI Punjab tat. Road Sootar Projeet Packa-l l Typical Cross SecUon for isoit- DRWOtNG Ne. b Road rt Bridges Soals: 1:50 (I.rbase- qrefoler - W-enn | nPDitr date Iane W. of aboutd2 and 1, Mm Wide W-.Int pRSOS/NAD-RAH/TCS/I/3/R2 Dee.lop:`ent, Board , A liate..1agth~d to Two Lane Carriage,way*j,l (Nager-Aur-Rbod hr 9ipod by I .bd bY A..ov.d Iy "U IWdE To-' ROW 2000-2500 SHOULDEF PROPOSED CARRLDEWAY SHOUiDER 2000-2500 Sro face Dreein in Tgn laerO SS = -; Curtoee Dressing In two Layrs 230TA WUM 2000FO TATH rCSOEOSSO 1 R0 DRSI 500 SUB GRDE -C500 SUB GR0DE E EI ClNLG PAVEMERn Note:- 1 All Dimensions are in mm 2. For Drain Details refer drainage gtandard drawings APPLICABLE CHAINAGES: ACRONYMS:- POC PAV1NG QUAELTY CONCRETE 1. Km 16 800 TO Km 18. 00 - CHAKDAUA VilAGE DC DRr LEAN CONCRETE 2. Km 21400 TO Km 23000 - AUR Vl-lAGE DBM DENSE BITUMI NOUS MACAAG GSB GRANUiLAR SUBBASE L 1 MS6 . 200 oiidD R J imen ionsre ~0 in mm dfed. 2 F r ODai Detail 2005r dranal sad arrawin g Pujeb Stot Ree Seate5r t rojet Peaek r-sl Typisie Cross Section for Ce..ef, tSleet.Ctsehel nL. ReittinN N PuC P DRo W QUAUT C oNCRETE PuojeKRoas6en80r0gesOeaKs 1:80 (P-HAKAUAeVI)LG Pe stleLPC tDRY FiilePvmetI LEAN CONC/4A0REHTE S23 Deeopet or Kmba21ii400aTfabmut234.000 - AURigi ultpAe Pn.ALLAGEa y ~ byAcm. DSM DENSE BaITUylerMINOSct. MApCA2DAM 15006 2000-2500 lOooo 2000-25X150 - tOOIPATH/ --SHOULDER/ S M l HOULDE/ -- tPATH/ rCOYMERD DRAIN PARIONC 7000 PARKING COVEtED DRAIN . 0 2X2.5X 3.OX Drain aR pr De agn RDron s per Design Surface Dressing In Two Layv-L WMM 230OOmnDL aSBs 50 150mrnm C5B Sub Orade lturinous Lyw Note:- 1 All Dimenlaone ore In mm. 2. For Drain Details refer drainage standard drawings APPLICABLE CHAINAGES ACRONYMS:- 1. Km 23.00D to Km 24.700 POC PAVING QUALffY CONCRETE DLC DRY LEAN CONCRETE DeM DENSE BITUMINOUS MACADAM WMM WET MIX MACADM GSB GFRANULAuR SUBSE RI 20 o Godifid Dru Rp . 2005 Iintial wrain lot.oosoot aoast-. a.-hooro. P Puajakb Slots Read Seater PrjeJet Packmae-11 IeiiUt DR.at.. t.Nen.a No:A. Punjab Roads and Bridges Beals: 1:60 (Ph*.e-I) Par DetaII.d Project Reotfor Typoles Cress Section fer thu mnUuaV' mw -j -Z15 AWGN DeeonctBadteMbabltaUsa ef about 364.000 Km Red Length Paveseaut Lik Urbia Area PRSDO/NA3-RAHIITCS/3/3/RI (X&Afl-AL3-MRBON Read) I.4 P ,.,... I hdpmd by I htb y JAs.s. by Ft.t lME,I 15-3 ROW EARMTHEN 000 EARTHIEN SHOULDER SHOULDER -I700(mhn.)- - VARIES- -1000 6700/70A0(mb)- 3.5X 2.5X 2.SX 3.5X 0N TlSO STAGES DRAIN AS PR DE____ EXISTINO GROUND PROF6E0 DRAIN AS PER DESIGN- EWSTING PAYEMENT APPLICABLE CHAINAGES BC ACROYNMS:- 1. Km 0.00 to- Km 14.000 OBST C OUBLE BITUMINOUS SURFACE CREAEMENT SDBC: SEMI DENSE BI7UMINOUS CONCRETE BeM DENSE BITUMINOUS MACADAM PCC PNOFILE CORRECTIVE COURSE WMIM WET MIX MACADAM GS5 GRANULAR SUBBASE R2ZM m.. 2006 ModIiedrg RIi Mr. 2006 ModifiedOg R D .De. 2005 InitIa Drooln Ia-0.www p 1 - 1001 DRtAWING Nos P,D. t.Ie&,1 l1at erl a^ -* t -ss .& I ra gSO o for u- ^ Purnab Roads and Bridges Sa. ** (1h-ca t-A 1e11 Ibed) for DetaiCed rr,t:.1 for I7pic CrWo| _ W1W PREDo/TAR-ATT/TCS/e/o/R2 DOeomn or eellae f abu 6.0 mRad e.th Two Lane Carriageway ,OI.I IR60/TAR-AMUMCS/I/3/I Develpaen Boad an-Chabal-At&ad Reed) 1jIjtr, b -d- %JI0-"b ROW EMTHEN EARMEN SHOULDER PROPOSED CARRIACEWAY SHOULDER -I 700(mn.)- VARIES -1000- 7000 -1000- -VARIES -1700(mn)- 3700 jvEXsmNNc CARIAkEWAYL WIDNN VWDDINO x2 j E - -SE ANDR EO IN TOO STAGES DRAIN AS PER 0MN AS PER DES 20 SDBC - - 2 52BCs°w 50DB 0 w tcC UO0 SUB-BASE AND DRONACE (GOB) EsNO PAVEMENT -O SUBCRADE 2DC WME EDGE TMnuTENT APPUCABLE CHAlNAGES ACROYNUS:- 1. Km 14.100 to Km 25.500 SDOC SEMI DENSE BITUMINOUS CONCRETE DOBU DENSE BITUMINOUS MACADAM PCC PROF1LE CORRECTIVE COURSE WUM WET MIX MACADAM GSB GRANULAR SUBBASE RI Mar. 20010 Modfed ft. RD bDac. 2005 I nItial Drawt ,- DMe. I aala""aa hI.ah-aNa.lta. o?ahaqt. Pat Lid. t"d ItJab Stat Bad S-er Preisat Pa.kaoaf Typical Crone SeGUon for 0ii P-=9 DR&WING No: Punjab Roads and Bridges seal.: 1:C0 ( 5 S) SVW DI = WLdening Singe Lane to n - w PRSOO/TA-Arr/rcs/2/3/R Development Board of.IitUae about 24 a IO w aeCrigwy1- 1L (T-. Twraa-Chabui-Attarl Read) 7we aneCasdon UJ b ftb b I -- bY rUWMT ROW 9000 EARTHEN EARrhEN SNOLUER PROPOSED CARRIAGEWAY SHOULDER -1700(in.)-- VARIES- -1000- 7000 -1000- -VARMES -1700(min.)- 5500 EXSIING CARRIAGEWAY C/W tC/W WDENG D"DEN M 5% 2.5X 2.5X 25% 2.5X _ DRAIN ARAIN AS PEROESWArmWR FDESIGN EWSTINO ORON PROFILE 15amm 50Em |DS EXSIN RCN PO 500mmn SUCRADE - PCC I5W0mm SUBCRADE 250mm WIDE EDGE TRAETMENT - 250mm WIOE EDGE TRAETUENT EWS21ING PAVEMIENT UAPPUCABLE CHAINAGES ACROYNMS:- 1. Km 2S.800 to km 40.500 SDBC SEMI DENSE BITUMINOUS CONCRETE DBOM DENSE BITUMINOUS MACADAM PCC PROFILE CORRECTIVE COURSE WUM WET MIX MACADAM GSB GRANULAR SUBBASE RI JMm. 2,10081 W94df no 0.4. Doemw I D. . hI.Lon.auestal C .a.altaet Al Te.ba.ntb4 "t Lid. I D PujbRa, nwqde 9ae 40ab In ead Seater Project Paokado-11 Typical Croen lneo,o for DRWO O (Pb.-) Fe, Selle projget Report for dtenied latoo-.dinte Law te PRI3lbi ijeAte DRAWING No I Deonelopmebtutoard D X m le4d 49 Two .~ arrsc, I M I A FD1*wmPRD9tAR-31IC/53 DevelpmentBoardTrawe-chabal-Attari Read) I U ob IDAjLy 114 7[;L Il I U II A a§ A ROW 11700I §%HE HfOHRD El 6700/7000 EDISTNO CARRHAGEWAY Ni DRAIN AS PER DES10N DRAIN AS PER DESIGN 40 BC EASTINO GROUND PROFILE- tO DOM 300 CltAVEL___J PCC- EOSTNG CROUNO PROFLE IN TWO STAGES ECISINO PAVEUENT 200 OtAYE EARTH Fll EATLL APPLICABLE CHAINAGES :- ACRONYMS:- BC BITUMINOUS CONCRETE DBM DENSE BITUMINOUS MACADAM 1. Km .00 to Km 317.00 PCC PROFILE CORRECTIVE COURSE RI |UAY,20Dfl | odIfIld Dlunng 0. 2005 | InItIl In a- 0 : 1t.1.2.6 I .Ii. , S., t.I C-a.aiitata A. T-.b.t. Prt Ld. e sionDs Puojab Roads and Bridge# Sea6l 1:20 (Phabe-a) Ye Re ter Pojet Pekebort tr ypical Cross Sucuon for p NW 1 0 - DRA4WING No: Development Board e(biltteloa of about 254.000 Mm Reed oength Two Lane Carriageway III(I . I jr I - PRS9D8/KAP-TAR/TCS/2/7/RI (KepuntAbl-yatehebed-?aaru Tura "ead) ti1IV ,.,..w a.w I 7 ca..eb I , ACe...d a, PU IU&C lynla O. le... Ty"e S N.. M 15000 PROPOSED CARRMIANEAY Poo AT"/ o1 l/ m - 700 SHIJM FOTA COVER D RAIN PARKIC PMARK COVERED DRAiN _2.5% 25X 30% Drain ao per Deidgn I Drei per Design 270mrn POC Surfoce Dressn in Two 100mm DLC an 2tiOmm I Omm GS0 Sub Gnk -0 - Scorily top Situminous Layr Note:- 1. All Dimensions are In mm. 2. For Drain Details refer drainage standord drawings APPLICABLE CHAINAGES ACRONYYS:- 1. Km 29.000 to Km 31.000 POC PAVING OUALIIY CONCRETE EXCEPT KM.29.700-30.000 WHERE CONSTRUCTiON IS DLC DRY LEAN CONCRETE RESTRICTED UPTO BUILDING iUNE DOM DENSE BSNUMINOUS MACADAM WMM WET MIX MACADM GSA GRANULAR SUBBASE RI Modie Drawing I iWh 41be"tsei4*D l1 4= fin IRDl 20Ou Reinoal PsjbStt .d Neeos piejet Fackage-1111 as lisDeh lUStS DRAWIIING Nei Punjeb Roads end Bridges Seotsi 1:50 fo(is- e i tt ieet t*r Calsse Beeties lfot Rig i-- PrRi /KA-TAR/TCS/3/7/RI Development Board of splk=lb s eiss Seel) Pva.ii nI -nd siAnre- r Mru 1- ROW ROADWAY EARTHEN HARD SHARD EARTHEN ISHOULOER UHO( OUMER SHOULDER -t070(TOIn.) V00ES I O - - 1500 -10O0- VARIES 1 700(mln.)- 0700 TO 7000 .EXISTlN CARRIAGENAY Z~~N " u 2~I - MNA EART --L 0ERT.R DRAIN AS PER DESION -(200+85)mm CRAWLUPRDSG IN TWO SrAGES 200 GRAVEL ~A E EI EXSISNG GOUNDIN PROFILE-- L EDom - ING GROUND PROFVU E)ISTINO PAVEIADN' EARTH4 FILL I -EARTH Flu APPLICABLE CHAINAGES ACRONYIS:- 1. Km 31.000 to Km 40.500 SDBC SEMI DENSE 1BtUMINOUS CONCRETE 2. Km 41.500 to km 47.180 DOM DENSE BITUMINOUS MACADAM PCC PROFILE CORRECIVE COURSE RO low_ 2005 lo'lel Oil .-Att a {w KRvision Puajab Stat. N..d seetew Proj.t P.skae.-U SB*U~ ..Ita.i. ?.ha..l Pt A MaiI Punjab Roads and Bridges scale: 1:50 (Phm.) Per Detaed -1J.LR 1 1 Tr1 Cross SsoUon for RR| Q 1KATR= DRA CSin No I rdabilltath fbeatS, T sd I b DLae Carri Ie|-I bRS/KP-TM/rCS/4/7/Ra DvlpetBad"Pthl-aoaaTrnTaran Road) I by Ch_" b ._ by_ ME IV,JW, ICS-4 12000 ICARThD HARD HARD EAR7iND ISHOULDER SHOULDER 12S05HOLDER SORDER -1700(urgn.) VARYING- -1000 -1500- PROSE CR - 1500- -1000- - VARVW4 1700(mnln.)- 7000 - 2.! 2-Z e2 DRtAIN AS PER OESGNAUR1H 25SDEEC EAR1HDRAIN AS PERt DESIGN 32mm GRAVEL 50 D6 L 325mwm ORAVEL 10 SUB-OASE AND DRAINACE (05) 250 Wm I 180 SUB-BASE AND DRAINAOE (GS6) 190 cSl 500 SUBMRAIE 5aO SUBMACE 500 SLORADE APPUCABLE CHAINAGES ACRONYM:- SDBC SEMI DENSE BITUMINOUS CONCRETE DOM DENSE BIUMINOUS MACADAM 1, Km 40.500 TO Km 41.500 -PdCC PRoFILE CORRECTIVE COURSE WMM WET MIX MACADAM GSB GRANULAR SUBBASE Ot M2009 hite D~uInq |bi.....r 0 & ? s..h..t. . U-U 0evio PDrbelp nt 3.ai 3.| sP . Pseko | g-li -L *t s S. DRAW)NG Nos Punjab Roads and Bridges goals I, 1Pm4 etIh5II fore ~L1 West~p~ Cron lecoutiO W1 a n. RB6IPIRTS57R Developmaent Board nIta..1bof t 3=4000 K. Ce idnib C.niageway(Nw Cow 06atiueKPthReCS5m)R (lapvUutkla-Fat.1hbad-Twn Terse. Read) b -odWL4 rF IOU ROADWAY (SAME EXISTING ROAD WAY) EARTHEN HARD HARD EAR-E ISHOULDER SHIOULDER SHIOIJER5 -1700(min.)- VARIES - 1000- S O-7 PROPOSED CARRIACEWAY - 1 SOOIES- -1780(min.)- 6700 EXISTING CARIAGEWAyY 3.5% 3.OX25 2.5X 3.OX 3.SX RAN A 200 AV RAIN AS PER DESICN (200+8S)mm GRAVEL DRAINN ASO SERADESI- EXISTING GROUND PROFILE EXISnNG GROUNO PROFILE- EARTH F 25 SOC s PCC-- EXISTING PAVEMENT APPLICABLE CHAINAGES ACRONYMS:- 1. Kmr 18.300 to Km 29.000 SDBC SEMI DENSE BITUMINOUS CONCRETE Approach to Bridge DBM DENSE BITUMINOUS MACADAM PCC PROFILE CORRECliVE COURSE Rb Y.2006 ModIfied D-eeIn RODG. 2005 | 1illl sm-Ing Iaeaana G...l .eh..l Pvt lR.. along Pufjab Slat Road Seeter ProJect Package-N tpsDRNN o Punjab Boads and Bridges goals 1:60 (PSase-I1) For vetawed Ojct R-Pon fer Typicai Cross SacUon for | t iafih4.suIW Deselopment board oht 64.000 KM leAad legt Two Lane Carriageway 47| f-- | iV*- PRB6/KAP-TAR/TCS/R/7/R1 DvlpetBad(KApulhala-Patehabad-Tare, Tarau Read) N IPC1 .... . ROW 12000 ALSRD MARD ATE |R HLDEtPOOMARVEY SHUDa t -1700(n- I.)- VARIN0 -1000- G TOO 700 1500-e -1000- -VARNYO -1700(mw.)- DRAIN AS PER =--T N DRAI AS PER DE- -N 350Own GItAVEL 0 35m. ORtAVEL 355 SUB-BASE AND DRAINAGE (0-5) 250 WM 35 5Ig S-BASE AND DRAINAGE (Os) 50050 bIS0ORAGtAO APPUCABLE CHAlNAGES:- ACRONYMS:- 1. Km 3.120 TO Km 3.900 SDSC SEI DENSE BITUMINOUS CONCRETE DBM DENSE BITUMINCUS MACADAM PCC PROFILE CORRECTIVE COURSE hts.nIW C.aaeII.aOal ^ & bomwS Pyt tid Rab Pueje Elae R.d Sot., rejet Pokagefi .* a usee sawwmu No Punjab Roads and Bridges sel. iso (phu ) l 5D ded t eter 1 Cr. . Bete t rwe la;e PPR5D/KAP-tAR/lS/7/7/Ro Development Board ofabtaU- d -t Car. sI. g.wqn(New Ceaue) (Eapeot-ata-sebebad-?arm Test.a Reed) ~~~.. .~~, . ROW 20000 (Vory4ng) EARTHEN WARD iKARDN A7 9SHER SHOULDER PROPOSED CARRLA6EWAY SHOULDER SH0UL) -1700(m.)- VARYINO - - -1000-- I--0 7000 1500- -1000- -VI"N0 1700(min.)- ~ 5.300 to 5.600 EXiaStrNO CARRLA0EWAY' 2.5W 2.5X .Z35 3.5X 3.OX . ___J BRAIN AS PER DESRNTHRAN AS PER DESIGN 360mm (IN TtO STAGEs 200+1S0mm)GIAV UNUE 230mmr 09 TEDRI 500mm Sub4red - - .tOmm ORAVE 250mnm WIJIJDO 230mwm OSS 2Sm WSCm C - -- - 500mm Subgred. ElCSTIN0 PAVDENT 25Cmm Ytr APPLICABLE CHAINAGES :- ACRONYMS:- BC BITUMINOUS CONCRETE 1. Km 0.300 TO KM 8.800 DBM DENSE BITUMINOUS MACADAM PCC PROFILE CORRECTIVE COURSE WMM WET MIX MACADAM GSB GRANULAR SUBBASE RI I.y. 2006 | Miodid Orerinq RO D%. 2005 Inlilol wIn 5.10 ii ~ O t a- twjab 8t.t. Read beOw Prjee paekqo-I1 Typicl Crosn SecUon Ceoorslo P ld Punjab Roads and Bridges scales 1,80 (Pk**-1) For D1tIhd Prjet Rpr . For Widening , DRAWING No: Development Board R.habfitaU.E of about 2546400 Ema Road Lengfth Intermediate Lane to PRaOe/FIR-DHA/TCS/l/3/RI (Dasn.-. eks-k-.op?Ra) Two Lane Carriageway mm4)p~gb ..db .b y b S AiUm TCS-I HA~~ 12000 PW | UR1HC HARD 20 PAVED EAR -1700(min.) VAR`nH0- -IOOO ismc 650 To 700 Soc i1700oon EXaS1W4 CARAVADFAY i 00 -1700(mh)rV^RtNOIXO 5 { - 6700 TO 7000 -vAR nNO 1700(mln.)- PROPOSED CAMIAOEWA.Y ElSTING eRCUNO PR^ EAWSnN GROUND PRCrt DRAN AS PER DESCN -RA n Im - -TAGES - ONAJN AS PER DESIGN 330mm (200+110) CRAVEL IN TWO $TACES 70mmr DC - 200 mm GRAVEL 200 mmODam. DOSlNO PAVEMENT APPLICABLE CHAINAGES 1. Km 11.000 TO Km 22.800 ACRONM S:- BC BITUMJINOUS CONCRETE DIU DENSE BITUMINOUS MACADAM PCC PROFILE CORRECTIVE COURSE WAIM WET MIX MACADAM GSB GRANULAR SUBBASE RI [a 2006 MEdlfIed Drowing RO R!b. 2005 1 InRe -,winb Rom" DSevtIm Ib.U.n etaeCT..baS-.m P.t td. Revisin PujbRa.adBide el:16 unJab State Read Sotew PuuJOt Peekage-Il Tpical Crosm Section i' Llf.tJl." DRAWING No: PujbRas(n rde sm.1P hastem-I) Fe? DaalOP?O Rehabilitation of Two mu *w- -lllfu PR9;S/n1R-OKA/TcS/2/3/RI Developmenkt Board M tebt34. dLa-hIn |Roilin g 10000- Rafning| 2000-2500 I-," CAOOE/rRRtaw"AY i50O 2000-2500o COVERED ORAF | PARKING 7000 PARKO COVERED DRAiN 7 --Xm2- - - - m - -5% 3. - m Drain as per Design ExUng Road ran s per Design EarthEarth Ecrth-- - - 270mm PQCC-Ez Surface Dressing In Two -y- 100mm OLC I 00mm Os. GSB 250rmm 150mmr 05" Sut Grade 500mm Scarify top Bituminous Lyr Note:- 1 All Dimensions are In mm. 2. For Droin Detalls refer drainage standard drawings APPLICABLE CHAINAGES :- ACRONYMS:- POC PAViNG OUAUTY CONCRETE 1. Km 0.000 to Km 0.300 DLC DRY LEAN CONCRETE 2. Km 8.600 to Km I 1.000 DBM DENSE BITUMINOUS MACADAM 3. Km 22.800 to Km 24.700 WMM WET MIX MACADAM GSB GRANULAR SUBBASE RI May. 20051 hiUflad Drawing RO De. 205 Iitia Drawi PaNa Mt Rid it&r imJ"t Packag-It Typicatt Cross SecUon '10 619ztwa lt DRAWING No iiunnab Roadt and Bridges Seals: 1.0 (hut-t For SP Saerd P Repart T Cr - /OHAi/ DRAW/G N DeeonetBadRehabilitaM. aci t 2 5.011. La 104i I.gth Rigid Pavement in 7n I pRMB0/FIR-OArS3S DDbevelopmenfkhe.tZlBoardJltrRead) Urban A.rea [UI aaa y5dndby I ob"c t AW-W.d ROW 12000 EARIHEN HARD PAVED 3SHO0LA0O0 SHOULDE0 SHOULDER SH I?N( .) VE--0 0 1500 1000- -VARYING 1700(rrin.)- 6700 10 7000 PROPOSED CARRIOWtAY 15 AL 2-X1 21Q 5 ExtSTNO CRUDPRC'L xS OROUND PftrL DRNAIN AS PE DEON EARHDRAN AS PER DESIGN S33mm (200+110) GRAVEL IN TWO STAtE S0f- -C 200 mm GRAVEL WS1INO PAVY3ENT APPLICABLE CHDANAGES ACRONYMS:- 1. KIm 25.000 to KM 59.162 SC BITUMINOUS CONCRETE DEM DENSE BITUMINOUS MACADAM PCC PROFILE CORREClVE COURSE WU4M VET MIX MACADAM GSE GRANULAR SUtBBASE RI Ma. 200M5 led Drawing RO W.200t Ial Urawhng aI.msaeC..lae&Twee&a.inab P,t lAd. Rvsons Puaab Stat* lead Seater Project Paik4g-I | Typical Cross Section | 1zUa-00u4tqi- tt DRING No: Punja«b goads and BridLges ea ll ttc DtdHt | Dlo Jmt > LneCriXtv 1| |-| TY DR-W NRo:ttRD^rst2 Reaha(bitataion ofa Babout PJMm Road legh RehabWltation of Two rn PMbO/FIR-09HA/=C/I/2/RI Development Boardw-PeeJpr Dad Lane Carriageway DeDlopea ReabtaUaKat abaut 564000 Km Beadth mdNhIVIinedb adb A-Wb,M TCS-2 15000 2OTATi 1O500 CFRCEY -OtD/;20-2500 rCOuER-D DAN PARbtiNO 7CO PRiN roat CuRD O"- 2.S 3.0x Orhi as per Design ExisUng Road Drain as per Design 270mm POCi Surfac. Dressing in To Lyr F-i- 2iOm -- lOornm DiC GS 5M n 1 50rnm CSB Sub Gred* 500m Scarify top Bituminous Layer Note:- I. All Dimensions are In mm. 2. For Drain Details refer drainage standard drawings APPLICABLE CHAINAGES ACRONYMS:- POC PAViNG OUAULY CONCRETE i Km 24.700 to Km 25.000 DLC DRY LEAN CONCRETE DBM DENSE BITUMINOUS MACADAM WMM WET MIX MACADAM GSB GRANULAR SUBBASE RI IMay 2004 Mo-dineI Drwing RO De. 2i05 Inliiol Drow - -nt i ewlJo= 0 5 P b oeb d dBteR ad dBeater Projec Ps kaoe-n Typical Cross Secuon -,U- C eb - te DRAWING No: Development Board of-.bl l Ui =heat D.000 i A les ei=ti| Rilgid Pavement in PRtD 8/R-0HA/rCS/2/2/R I (Dhsxmkst-Kst Ieekhsa-Ika-VereJpur Read) Urban Area [~ It,r4h P.dpod by I wkdb Ir hsqow.n h7 -MM 1U iI i i I i i I G ()ViRNNiiN OFPUNTABi PUBLIC \WO(RKS D)EPA RTJ\MENT L~onsultancv Services for' Rehiabilitatioii Packagce-1l t(ir NVorldi Batik Aided IPunjab State Road Sector ProJect, REPAIR AND REHABILITATION OF EXISTING BRRIJA ES a) Chiaidigarhi- Landr-in 1b) Nagar - Atir - Raloni Road (Road Chun- Srhici Ron Lenoth= 29kim) 0 star-ts from- Na-ar lenigth =41 Knin) Iteim No. Descriptionis Kin Kin Kmn 18.09 24.06 12.555 I Genieral cleaning, r-emioval of debr-is anid vegetation fi-onii and around the bridg-e str-uctur-e as per Techniical Specifications Clauise 201 IRestor-ationi of slopes and r-epair-s of stonle pitching around abuitMentS com-plete anid as per- dir-ectionis of thle Engineer & Techinical Specificationl I ~~Clause 20 3 Bed pr-otectioni works.__ _____ ______ (a) Bed floorinig in M-20 gr-ade of concr-ete.______ (b) Bed floorinig in M-15 gr-ace of conicrete. ______ ____ (c) Stone apr-on oni DIS and U/S side. 4Pointing of all exposed surfaces by p)olymner modified cem-enit m-or-tar after- cleaniing & r-epair-s r-equired as per- d'imection of Engineer- in -charge. 15 (a) dir-ections of the Eng,ineer after- removinig the Gr-ease Boxes. ___ ) Rocker! Roller bearing. ii) Steel plate bear-ing. Replacement of Steel Platte bear-ingys by Neopr-ene bearings as per- Techniical Specification 2808 anid as per- dir-ection of EngIneer-in1- b) charge. k i) Steel Plate Bearinig 6 inl suIper-StruLCtUre as per- Techniical specification sectioni 2800 along with bondling coat between new & old conicrete. 1-2 1__ ___ _ I L L 6 I |~~- . Chalindi-airh- Lanldr-in C l i Ltid. i hl Nagar - Aur - Rahoin Road (Road Chunili- Siri-jiid Roadl Length= 29kmi) 0 starts fr-omi Nagar- lengcthi =41 Ki () IItem No. Descriptions KID Kmii Kiii 18.09 24.06 12.555 1-reaking and rernmoval of old wearilin coa.rse andd construclion of ne\V wearing coarIse h! proper iieails ainid as per directionl of Engineer. 8 Providing 15 mm thickl mastic and 2 layer of 2515rm each B.C wearing couise with priune coat complele as per Techilical specifications section: 500 and section 2700. 9 Replacement of old expansion jolints by new joinits as per Techinical specifications section 2600. (a) Filler- type expansoion j'oints* (b) Elastom-er-ic str-ip sea] type. - 10 Providing new approach slabs on bothi ends of thie br-idge in M-30 conici-ete alongwitli reiiifoi-cem-ent and form- worl; etc. com-plete as per- Teclinical specifications Sections 1500.1600. 1700 and 2700 11Providinig Levelling cour-se in M- 15 concr-ete below appi-oaci slabs as per- Teclinical specifications Section 1700 aind anld 2700 I 2 Pr-ovide and fixing of new RCC liandi-ails (a) .oii existing road ker-bs its r-eplacem-ent of br-oken railing/paniels afteir requii-ed r-epaii- aliid m-odification of ker-b (b) Provide anid fixing of new hliaidi-ails with safety (Parapet) ker-b (c) IMS r-ailing (a).- 13 Modificationi of existinig drailinage spouts OR providing new di-aiiiagye spouts as per- Technical specification sectioni 2700. (nos)X** | 14 | Replacementof damaged andmi-issing footpatli slabs in M-25 conci-ete witit norninial R/F of var-ying sizes.ll 1 -3 I Annexure :1 a Chandigarh- Landran b) Nag-ar -.Aur - Rahion Roacl (Road lgrhid =1 R. Lengthz= 29km) 0 starts fromil Nagar- leii-tii =41 Kinl Itemi No. Descriptions Kim Km Kin 18.09 24.06 12.555 15 Cleaning exposed reilfoi-ceniienit by sand blasting and treatilig \\ith anti corrossi\e paint. 16 Plucging minor- cracks in longitudinal girders and supel-stiuctiu-e with epoxv injection 17 Painting of soffit and sides of superstiucture with anti - co rrosive paint as per direction of Enginieer - In - charge i * 18 Repairinig damaged brick masonry in abutment / piers/ wing walls 19 Protection of pier foundation by garlanding with stone pitchilng / launching apron * 20 Providing Bridge Number as per Technical Specification. | * 1-4 Ia Annexume 1.2 GOVERNMENTl N OF PULNJAB PUBLIC WNORKS DEPARTrMENT ConstiluancN Ser' ices ibr Renabiiitafion Package-ii itr ;Vorld Batik Aided Punjab Staie Road(i Secior Pro jec! REl-l'IR kNI) REIIABIII )N OF IXIS'ING BRIDGES d) Attari - Chabal - Taran Taran (Road Length =41 Ki) e) Kapurthala - Fatehabad - Taran Tarn ( Road Length = 51 Km ) 0 Km at Kapurthala f) DharamkXt - Zira - Firozpur ( Road Length = 59 Km ) 0 Starts from Dharamkot IteWii No. Description kni knm kii kmll kii 1997 2.i10930; 1K.9 220 K1.17 K.1 Km 69 b6 n K 44.S7; I'll kiii kiii kiin kn km kn kn 14.250f 24.010 30.200 39-935 2ii 99 K 13.49 Km.04 K117 Km61 Km 0- 4.875 18.735 :1.450 22.475 38.800 39.925 40t.08 46.465 km0.5 Gencral cleanlinL. rcillm\al ol debris and vegetutiofln from I and aroun.ld the hridoe st-ucture as per Techinical * * : * * * * * - * * Specifications Clause 201 Restor-ation of slopes and repairs of stone pitchinig around 2 abutments complete aiid as per di-ections of the Engineer & Techniical Specilication Clause 2500 j . Bed protectioni works. (a) T-Bed flooring in M-20 grade of concrete. = * (b) Bed flooring in M-15 grade ol concrete. * (c) Stone apron on D/S and U/S side. * * Pointing of all exposed surfaces by polymer modified 4 cement mortar after cleaning & repairs recluired as per * * * * * * * * * * * * * N direction of' Engineer- in -charoe. I - a Cleaning of all sLeel rocker and roller beatinigs by- sand blasting and applying- grease as per Technical specifications. Section 2808 and directions of the Engineer after removing the Grease Boxes. i) Rocker/ Roller bearing. ii) Steel plate bearing. . (b) Replacement of Steel Plate bearings by Neoprene bearings as per Techniical Specification 2808 and as per direction of Engineer-in- charge. |i Steel Plate Bearinig Repair of damaged concrete due to spalling . holney I combing ,scaling.leaching and exposed reinforcement by 6 polymer modified ceimcint moltar- in superstructutre as per- * * * * * * * * Technical specification section 2800 along with bonding coat between new & old conicrete. Breakinig and retiioval ol old wearing coarse and 7 constructioni of new wearing coarse by proper means and as * * * * * * * * * * * * * per directioi of Eneineer. I Providing 15 mm thick mastic and 2 layer of 25mnm each 8 B.C wearinig course with primile coat complete as per * * * * * * * Technical specificationls section 500 and section 2700. Replacement of old expansion joints by new joints as per 9 Technical specifications section 2600. _____~- _ __ - - ___ _.___ I 3 d tai-Caa aa aa odLnt 1K~e) Kapurthala - Fatehabad -T7a-an Tarn (Road Lengthi 51Km I 0 Km at Kapurthala f ) Dharamkc4t - Z,ra - Firozpur i Road Length r59 Km )0 Starts from Dharamkot 0 starts fromi Tarn Taran I 420 ~ ff ~ Li ~9 9i 39 2.30(1 3L1.17I 3.6111 4140 i 4.75 18.735 21.4;(l 22.475 38.80(1 39.92 km160 km 052 ij a)Fle e expansion 'joinits *, (h FElastoreric Str-ip seal t\;pe.___________ iProid0\ing IL new\ approaichi ,,labs oin bothi ends o f the bridge in MN'l-0 concrecte along\\ ithibrinforcemnent anid f'ormi \\ or'k *---- etc. comiplete as per -Techniicail specifications Sections V I 500. 1600. 1700 anid 2700_ __ _ IProviding2 Levelling course in M- 1 5 conicrete below appr-oachi slabs as per Techinical specificationis Section******* *** 1700 anid anid 2700 I 2 Pr-ovide anid fixing of new. RCC hiandr-ails (a) oni existing road kerbs as r-eplacement of br-ok-en raiIi ng/panels afLer- requir-ed repair anid miodificationi (b Provide and fixing- of new hiandrails withi safety* ** **** **** (C) MS rail Ing j .Modif'ication) of existingo drainiage SPOLtS OR 13 (at providing newk drainage SPOuItS as per Techniical * *****: -.specificationi section 2700. miost 14 Replacemenit of damiaged anid miissinig footpath slabs in M- j 25 conicrete withi nominial R/F of varying sizes. Cleatiing exposed reinf'orcemient by sauid blasting atid ** **.,***** 15 treatinig with anlti coirrossivye painit. 6 PILugging minior cracks in loingtudinal girders and* substructure with epoxy inijectioni Painingii- of soffiit anid sides of- SuperstruICtUre with aniti -*** *** *** corrosive painit as per dir-ection of Enigineer - in - charge I 8 Repairing damiaged birick miasoniry in abutmient / piers!/ wina walls* * j 19 Protection of' pier founidation by garlandinsg with stone 19 pitchinig / launching apron I 20 Pr-ovidinga Brid-e Nuimber as per Techniical Specificatior *4****** 1-6 i j I T i i I I I i i i 3 i11 i i Annexure-2. 1-A List of River/Canal/Nallas Crossing the Road Chandigarh-Landran-Chuni-Sirhind Road Si. No. Name/ Type Chainage (km) Side Location Remark 1 Nalla 12.080 Both Lakhnaur Perinneal 2 Canal 17.800 Both Sohana Seasonal 3 Canal 23.900 Both Chuni Village Seasonal 4 Canal 32.700 Both Zodapur Perinneal Nagar-Aur-Rahon Road I Canal 31.070 | Both I Bazid Pur Village Perinneal Tarn Taran-Chabal-Attari Road 1 Canal 2.900 Left/Right Tam Taran Seasonal 2 Canal 4.500 Left/Right Nuridi village Seasonal 3 Canal 9.300 Left/Right Kot Daram Chand village Seasonal Canal 14.100 Left/Right Chabal village Seasonal 5 Nalla 14.200 Left/Right Chabal village Perinneal 6 Canal 16.050 Left/Right Bugrai village Seasonal 7 Canal 18.800 Left/Right Dodai village Seasonal 8 Nalla 24.400 Left/Right Sarai Mand khan village Perinneal 9 Canal 30.500 Left/Right Rajatal village Seasonal 10 Nalla 30.550 Left/Right Rajatal village Perinneal 11 Canal 36.500 Left/Right Pacca pind village Seasonal 12 Canal 40.000 Left/Right Attari village Seasonal Kapurthala-Tarn Taran Road 1 Canal 3.500 Left/Right Gurunanak Pur Perinneal 2 River (vyas) 22.200 Left/Right Goindwal village Perinneal 3 Canal 30.900 Left/Right Fatehabad vilage Seasonal 4 Canal 31.100 LeftfRight Fatehabad vilage Seasonal 5 Canal 33.700 Left/Right Khandur Sahib More Seasonal 6 Canal 35.600 Left/Right Vai pur village Seasonal 7 Canal 41.300 Left/Right Rassiana village Seasonal 8 Canal 43.550 Left/Right Chander village Seasonal 9 Canal 45.300 Left/Right Sanga village Seasonal Dharamkot-Kot Ise Khan-Zira Road 1 Canal 4.800 Both Khandyal Seasonal 2 Canal 39.500 Both Khasadal Singh wala Perinneal 3 Canal 39.560 Both Khasadal Singh wala Perinneal 4 Canal 41.300 Both Padona Seasonal 5 Canal 45.800 Both Lohgarh Seasonal 6 Canal 47.200 Both Kulghari Perinneal 7 Canal 51.100 Both Seasonal 22- 1 i I m - - - - - - - - - - - - - - Annexure 2.1 -B List of Affected Ponds Si. Location Type Chainage Sid Distance from Owners hip Impact Mitigation Remark Photograph of Ponds N .(k in) Si e C IL (mn) _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Chandigarh-Landran-Chuni-Sirhind Road G. Siltation Controled Construction Community I Lakhnaur Pond 12.800 Left 8 Gram 2. Reduaeon in capacity as mention in C.4. page waste water 4. Degradation of water quality no. 19 and 20 pond Controled Construction Community . 2 Sohana Pond 16.900 Left 40 Gram No Impact as mention in C.4, page waste water - Panchayat (Far away from the corridor) no. 19 and 20 pond Controled Construction Community 3 Chanderi Pond 19.500 Right 20 Gram N mpac t as mention in C4 page waste water Panchayat (Far away from the corridor) no.19 nd20Aon no 19ad20pn Gram No Impact Controled Construction Community 4 Majatri Pond 22.500 Right 40 aFar ,wy fo the corridor) as mention in C.4, page waste water Panchayat (Fraa rmtecrio) no. 19 and 20 pond I. SiltationCotoeCosrcin Cmuty- 5 Atte wala Pond 40.700 Left 6 Gram 2. Reduction in capacity Contron i n C , aunity 5 te aa Pod 4070 Let6Panchayat 3. Increases TSS/TDS as mention in C.4, page wastewae 4. Degradation of water quality no. 19 and 20 pond Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-2 I I I I I i I I I I i Annexure 2.1 -B SI. Location Type Chainage Side Distance from Ownership Impact Mitigation Remark Photograph of Ponds No. Lcto Tye (kin) Sie CIL (in) Rmr htgaho od Nagar-Aur-Rahon Road 1. Siltation Controled Construction Community IMahal Kurd Pond 24.300 Right 7Gram 2. Reduction in capacity asmnini .,pge wsewtr*y ~ 2 lg P 2. Rg7 Panchayat 3. Increases TSS/TDS as mention in C. page waste water 4. Degradation of water quality no. 19 and 20 pond i 1. Siltation Controled Construction Community GacaGram 2. Reduction in capacity mentione Contrcto page wa uenwtery 2 village Pond 25.100 Right 7 Panchayat 3. Increases TSS/TDS . n in Con ps 4. Degradation of water quality - ~~~~~~~1. Siltation1.Slfecnispodd GarSltaionControled Construction Community G i Pond 25.8G0 Lmt 6 Gram 2. Reduction in capacity as mention in Cf4, page waste water village Panchayat 3. Increases TSS/TDS 4. Degradation of water quality no. 19 and 20 pond Tarn-Taran-Chabal-Attari Road I. Siltation 1. Silt fencing is provided Nurd Vilag 2. edutio in apaityto control the flow of silt Community I Vilaba Pond 5.100 Right 10 Village 2. Reducon in capacity 2. Controled Construction waste water - - Vlillage .Community 3. Increases TSS/TDS a eto nC4 ae pn 4. Degradation of water quality as mention in CA, page pond no. 19 and 20 1. Siltation 1. Silt fencing is provided Chabal Village 2. Reduction in capacity to control the flow of silt Community 2 Vlae Pond 12.100 Left 8 Community 3. increases TSS/TDS 2. Controled Construction waste water Vlaeas mention in CA4. page pond 4. Degradation of water quality no19ad2 Finial Report V'oltume IV-A:- Environment Assessmient anid Management Plan (Rehabilitation Comiponent,) 2-3 III I I I I I l l Annexure 2.1 -B Si. Dsaction Type (km)e from Ownership Impact Mitigation Remark Photograph of Ponds Cha.naek Sid CIL (in) wtrhce Chabal 1. Siltation Controled Construction Covered with 3 Pond 13.100 Left 9 Village 2. Reduction in capacity as mention in C4, page w Community Village Community 3. Increases TSS/TDSno19ad2Cmuit 4. Degradation of water quality waste water Bugari No Impact Controled Construction Community 4 VBulage Pond 16.600 Left 20 Village Noa Imact rmte ordr as mention in C.4, page wasenwte Village Community (Far away from the corridor) a eto nC,pg at ae IIno. 19 and 20 pond 5 Pond 21.600 Right 18 Village No Impact Controled Construction Community Village Community (Far away from the corridor) as mention in C.4, page waste water no. 19 and 20 pond Gandiwind Village Controled Construction Community 6 Viwind Pond 21.900 Right 15 Comunity Little Impact as mention in Co page waste water VlaeCmuiyno. 19 and 20 pond Sarai 1. Siltation Controled Construction Community 7 Mandkhan Pond 23.350 Left 10 Village 2. Reduction in capacity as mention in Co page waste water Village ~~~Community 3. Increases TSS/FDS n.1 n 0pn 4. Degradation of water quality 1. Siltation Controled Construction Community 8 Burig Pond 28.700 Left 1 5 Villaget 2. Inreductio inScpacTyS as mention in CA4 page waste water 4. Degradation of water quality no. 19 and 20 pond Rajatal Village No Impact Controled Construction Community 9 Village Pond 31.100 Left 17 Community (Far away from the corridor) as mention in C., page waste water no. 19 and 20 pond Maya Left! ViI Controled Construction Community 10 Mage Pond 36.100 Left 15 Cillage Little Impact as mention in C.4, page waste water Village Right Community no. 19 and 20 pond Final Report Volume IV-A. Ensironment Assessment and Management Plan (Rehabilitation Component) 2-4 I I I I I ! I lI I l Annexure 2.1 -B Location Type Chaine Side Distance from Ownership Impact Mitigation Remark { Photograph of Ponds Kapurthala-Tarn Taran Road 1. Siltation 1. Silt fencing is provided I1d. R ction ito control the flow of silt Community Ratoda Pond 13.500 Left 6 Community 3. Increases TSS/TDS 2. Controled Construction waste water 4. Degradation of water quality as. 19 and 20 pond 1. Siltation L. Silt fencing is provided Mundi 2 Reduction In capacity to control the flow of sili village1 00 Rgl omniy 3Inrae T /D as mention in C.4, page | r village Pond 18.300 Right 8 Community 3. Increases TSS/TDS 2. Controled Construction Fish Pond 4. Degradation of water quality no.o1 an 20 1. Siltation Controled Construction Community 3 GPnd 230ndwahtIl Cmmni 2. Reduction in capacity a eto nC,pg at ae village Pond 23.000 Right 9 Community 3. Increases TSS/TDS no. 19 and 20 pe st Pond 4. Degradation of water quality I. Siltation Controled Construction 4 Pond 29.100 Right 9 Community 3. Ienuctrae TSS aty as mention in C.4, page Fish Pond Market y 3 nrae S/D o 9ad2 4. Degradation of water quality no19ad2 Rassiana Controled Construction Community 5 village Pond 40.700 Right 1 5 Community Little impact as mention in CA4 page waste water no. 19 and 20 pond Dharamkot-Zira-Ferozepur Road T. Siltation I. Silt fencing is provided . Talwandi 2 . Reduction in capacity to control the flow of silt Community L Jalle khan Pond 16.700 Left 8 Community 3 Increases TSS/TDS 2. Controled Construction waste water ,.-m vilag 3 Icrese TS/DSas mention in CA4 page pond village 4. Degradation of water quality no. 19 and 2 Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-5 I I I I I l l Annexure 2.1 -B Si. onType Chainage Distance from Ownership Impact Mitigation Remark Photograph of Ponds No. Lcto Tye (kin) Sie CIL (mn) Talwandi 1. Controled Construction Community 2 Mande Pond 18.000 Left 13 Community Little Impact as mention in C.4, page waste water Khan no. 19 and 20 pond Sukhwala Controled Construction Community 3 village Pond 19.800 Right 13 Community Little Impact as mention in C.4, page waste water no. 19 and 20 pond Gadriwala Controled Construction Community 4 village Pond 26.800 Left 13 Little Impact as mention in C.4, page waste water - -_-. no. 19 and 20 pond Sherkhan 2. Siltation Controled Construction Community 5 vilgerk Pond 492100 Left 8 Community 3. Reduction n capacity as mention in C.4, page waste water 4. Degradation of water quality no. 19 and 20 pond Mokham 1. Siltation Controled Construction Community 6 Khan Pond 57.900 Right 8 2.3. Increases TSS/TDS as mention in C.4, page waste water village . 4. Degradation of water quality no. 19 and 20 pond Final Report Volhme IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-6 I I I I I m - ini mmm mmm - Annexure-2. 1-C Ground Water Quality Monitoring Results Si. Permissible Limit in So. Parameter Unit absence of Alternate GW1* GW2* GW3* GW4* No._ Source 1 Temperature (OC) 28 27.5 28 29.5 2 Colour Colourless Colourless Colourless Colourless 3 Odour Unobjectionable Unobjectionable Unobjectionable Unobjectionable Unobjectionable 4 Taste Agreeable Normal Normal Normal Normal 5 Turbidity (NTU) Max. 10 Nil 2.0 Nil 4.0 6 PH 6.5 to 8.5 7.3 7.5 7.3 7.45 7 Conductivity at 25°C gmhos/cm 1110 1146 1202 835 8 TDS mg/i 2000 820 744 664 556 9 Total Hardness as CaCo3 mg/l 600 392 268 316 260 10 Total Alkalinity as CaCo3 mg/I 600 356 312 380 280 11 Chloride as Cl mg/i 1000 86 75 36 40 12 Sulphate as S04 mg/l 400 52 52 29.5 25 13 Nitrate as NO3 mg/i 100 1.6 1.0 3.5 0.75 14 Sodium as Na mg/i 127 111 56 28 15 Potassium as K mg/l - 0.6 4.0 7.0 4.0 16 Calcium as Ca mg/l 200 108 80 83 66.0 17 Magnesium as Mg mg/i 100 30 16.5 26 23 18 Iron as Fe mg/l 1 0.75 1.50 0.27 0.45 19 Percent Sodium (%) (%) __41.2 47 27.3 19.0 20 Sodium Absorption Ratio ___ 2.8 2.95 1.15 0.75 Note: GWI: Hand Pump,Village Landran Chandigarh Sirhind Road GW2: Hand Pump village Aur-Nagar-Rahon Road GW3: Tubewell village Goindwal Sahib Kapurthala Road GW4: Hand Pump Village Dharamkot Kot Ise Khan Road Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-7 Annexure-2. 1-C Surface Water Quality Monitoring Results SI. No. Parameter Unit Permissible Limit SW SW2* (Irrigation use) 1 Temperature (0C) 22 23 2 Colour Turbid Turbid 3 Odour Unobjectionable Unobjectionable Unobjectionable 5 Turbidity (NTU) 9.0 6.0 6 PH 8.5 7.4 7.6 7 Conductivity at 25°C imnhos/cm 2250 686 485 8 Dissolved Oxygen mg/i 7.0 7.1 9 Bio chemical Oxygen Demand mg/I 10.0 10.0 10 Chemical Oxygen Demand mg/i 21.4 21.4 11 Total Soluble Solids mg/1 22.0 12.0 12 Total Dissolved Solids mg/l 2100 544 296.0 13 Oil and Grease mg/l N.D. 1.0 14 Total Hardness as CaCo3 mg/l 200 240 116.0 15 Total Alkalinity as CaCo3 mg/I 100 226 96.0 16 Chloride as CI mg/l 600 49.0 25.0 17 Sulphate as S04 mg/l 1000 31.5 15.0 18 Nitrate as NO3 mg/I 2.1 0.52 19 Sodium as Na mg/l 32 17 20 Potassium as K mg/i 7.0 1 21 Calcium as Ca mg/l 72.0 29. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-8 -- -- - -- - m - -- -- - -- - - Annexure-2. 1-C SI. No. Parameter Unit Permissible Limit SW1* SW2* .-_ (Irrigation use) 22 Magnesium as Mg mg/l 14.5 11.0 23 Iron as Fe mg/I 2.1 0.3 24 Percent Sodium (%) (%) 60.0 22.0 24.0 25 Sodium Absorption Ratio 26.0 0.90 0.68 Note: SW1: Sangha wali Nahar village Sangha Tarn Taran Fatehabad Road (Canal) SW2: Bikaner wala nalla village Khoohadal singh Ferozepur Zira Road (Canal) Source CES Screening Repot Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation) 2-9 I Annexure-2.1-D List of Hand Pumps to be relocated SI. Chainge Side Distance | .w|e .h | Photograph of No. (km) from C/L (m) Hand Pumps Chandigarh-Landran-Chuni-Sirhind Road v4 1 14.400 Left 6 Landran Market Market Community 2 14.500 Left 6 Landran Market Kashrniri Lal 3IL6h e a t r C u 3 18.850 Left 6 Chanderi Market Market Community 4 19.500 Left 6 Chanderi Market Market Comnmunity *e 5 21.400 Right 6 Majatri Village Village Comrnunity 6 22.900 Left 7 Majatri Village Village Community 7 47.00 igh 7 Sirhind Chowk Market Community 7 47.800 Right 7Market 8 10.500 Left 7 Sohana Village Jasveer Singh Nagar-Aur-Rahon Road 1 7.800 Right 7 Thalapinel Jogindra Singh 2 9.300 Right 6 Kariyana chandi Pirkhu Singh 3 17.150 Left 7 Chakdana (Pakhar Singh) 4 21.750 Right 8 Aur Market Kulvinder Singh 5 22.275 Left 6 Aur Market Lal jee Sweet 6 22.350 Left 6 Aur Market Market Community 7 22.415 Left 5.5 Aur Market Market Community 8 22.620 Left 6 Aur Market Market Community Final Report Voltine IV-A: Environment Assessment and Managemenlt Plan (Rehabilitation Comnponent) 2-10 I I I ! Annexure-2. 1-D Si. Chainge Side Distance Location Ownership Photograph of No. (km) from C/L (m) Hand Pumps 9 22.650 Left 5.5 Aur Market Market Community - 10 24.175 Left 6 Mahal Khurd Gram Panchayat 11 25.090 Right 6 Garcha village Gram Panchayat 12 29.250 Left 6 Parta Kurd Village Community - 13 29.350 Left 6 Parta Kurd Village Community - 14 30.100 Right 5 Bazid pur Village Community - 15 31.500 Right 7 Bazid pur Village Community - 16 33.100 Right 7 Rahon Market Market Community - 17 33.220 Left 6 Rahon Market Market Community - 18 33.300 Left 6 Rahon Market Market Community - Kapurthala-Tarn Taran Road 1 0.150 Right 8 Kapurthala Chungi Market Community - 2 3.410 Left 8 Bhavani pur Village Community 3 13.250 Right 7 Unchapind Village Community 4 13.750 Left 7 Rathoda Village Village Community 5 30.750 Right 7 Fatehabad village Village Community 6 35.970 Right 7 Vai pui mode village Village Community 7 37.350 Right 7 Purana Pattha village Village Community 8 37.200 Right 7 Purana Pattha village Village Community 9 38.700 Right 7 Sekh chhak village Village Community 10 39.210 Right 7 Rassiana village Village Community 11 39.210 Right 7 Rassiana village Village Community 12 42.450 Left 7 Naurangabad village Village Community 13 46.150 Left 7 Bacchare village Village Community 14 46.850 Left 7 Bacchare village Village Community Tarn Taran-Chabal-Attari Road 1 2.000 Left 2 Tarn Taran Mangal Singh 2 3.000 Right 7 Tarn Taran Mehar Singh Final Report Volurne IV-A: Ensvironment Assessment and Management Plan (Rehabilitation Component) 2- 11 I I , i Annexure-2. 1 -D Si. Chainge . Distance Location Ownership Photograph of No. (km) from C/L (m) Hand Pumps 3 4.900 Left 4.5 Nurdi village Village Community 4 5.600 Left 6 Kot Dharamchand Village Community 5 6.850 Left 7 Kot Dharamchand Village Community 6 8.450 Left 6 Kot Dharamchand Village Community 7 9.200 Right 8 Kot Dharamchand Village Community 8 16.200 Left 7 Bugraie village Village Community 17.300 Left Gandiwind village Village Community 10 18.000 Left 7 Gandiwind village Village Community 11 21.610 Left 4 Gandiwind village Village Community 12 23.410 Left 4 Saraimand Khan Village Community 13 23.410 Left 4 Saraimand Khan Village Community 14 24.200 Right 8 Saraimand Khan Village Community _ Dharamkot-Zira-Ferozepur Road 1 2.400 Left 6 Kandiyal village Village Community 2 15.160 Right 6 Talwandi Jalle Khan Village Community Finial Report Voliulne IV-A: Environmnent Assessment and Managemnent Plani (Rehabilitation Comnponent) 2I- 12 I I I I lI I i I i l Annexure 2.1-E Air Quality Monitoring Results No. Parameter Unit PerVmssible AQi AQ2 AQ3 AQ4 CAreg o I Suspended Particulate Matter ig/m3 200 376 444 648 442 Residential 2 Respirable Suspended Particulate 1g/r3 1 16 98.1 240 139 Residential Matter 0 3 Oxide of Nitrogen _/M3 80 29.1 32.4 34 22.4 Residential 4 Sulphur dioxide _/gm3 80 16.4 18.8 22.4 11.5 Residential 24-horlry Average Concenitr-ationt in klg/lii3 Note: AQI: B.S.T Senior Secondary School Village, Sheikh Chawk, Fatehbad-Goindwal Road (Residential Area) AQ2: T-Junction of Aur-Rahon and Aur-Nawansharh Road, at Village Aur, Nagar-Aur-Rahon Road (Residential Area) AQ3: Near Angel Heart Convent School, Dharamkot Road, Dharamkot-Ferozepur Road (Residential Area) AQ4: Landran Chowk. Chandigarh-Sirhind Road (Residential Area) Source: CES Screening Report jU , , a i' 'I"I / I- Annexure 2.1 -F Noise Quality Monitoring Results Distance in Time of Noise Level (dB) A No. Sampling Location (m) from Sampling Category of Area Road Edge SapigMin Max Ctgr fAe Shri Guru Hargobind School, Village Mihir 3.0 10.05 am 35.2 69.4 Residential Area Singh, Ferozepur, Zira Road Near Govt, High School, 2 Village Talwandi Jale 1.0 11.25 am 35.1 51.1 Rural Area Khan, Zira-Kot Ise Khan Road Near Police Station, T- 3 point of NH-1A & Kot 1.5 12.10 pm 45.5 70.1 Residential Area Ise khan, Dharamkot Road 4 Tarn Taran, meeting 1.0 2.15pm 60.4 93.1 Rural Area 4 point with NH-15 Near Radha Swami 5 Satsang Beas, Chabal 3.5 2.50 pm 37.5 52.1 Rural Area Road, 6 and NH- 1, Attari village 1.0 4.00 pm 44.0 69.0 Residential Area BST Senior Secondary 7 School,village- Sheikh 3.0 11.10 am 27.1 59.4 Rural Area chowk, Fatehabad- . Govindwal raoad Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-14 Annexure 2.2-A List of Stretches without Tree cover S.Location Chainage Side L No. (km) (Left/Right/Both) Length (i) Chandigarh-Landran-Chuni-Sirhind Road I Lakhnaur Village 10.150 Left 450 2 Landran Village 13.000 Both 400 3 Chandari Village 18.600 Both 400 4 Chuni Kala Village 23.000 Left 400 5 Chuni Kala Village 24.450 Both 450 6 Zoda Pura Village 31.300 Right 200 7 Zoda Pura Village 31.600 Right 300 8 Peer Jain Village 34.400 Right 300 9 Peer Jain Village 35.700 Both 300 10 Bhaironpur Village 37.400 Right 200 11 Fatehgarh Sahib Village 41.500 Right 500 12 Sirhind Town 45.600 Both 400 Tarn-Taran - Chabal - Attari Road Carowal Village 2.900 Left 100 2 Carowal Village 3.300 Left 400 2 Caurow Village 4.100 Leftf 400 3 Nurdi Village 4.100 Left/Right 1000 4 Nurdi Village 5.500 Left/Right 500 5 Kotdaramchand Village 6.000 Left/Right 1000 6 Kotdaramchand Village 8.000 Left/Right 1000 37 Kotdaramchand Village 10.000 Right 1000 8 Chabal Town 11.000 Left/Right 1000 9 Gandivind Village 22.300 Left/Right 700 10 Sarai Mandkhan Village 22.500 Left/Right 600 11 Sarai Mandkhan Village 25.500 Left/Right 100 12 Burji Village 27.100 Left/Right 900 13 Mava Village 33.000 Left/Right 1000 14 Mava Village 35.000 Left/Right 2000 15 Attari Village 38.000 Left/Right 600 Kapurthala - Tarn Taran Road 1 Attanwali Village 6.500 Left 200 2 Khirawali Village 10.300 Left 400 3 Mundimore Village 16.500 Left/Right 400 4 Khadursahib More Village 34.700 Left/Right 300 5 Khadursahib More Village 35.300 Left/Right 500 6 Vaipui Village 36.200 Left/Right 700 7 Vaipui Village 37.300 Right 300 18 Vaipui Village 38.100 Left/Right 700 2- 15 Annexure 2.2-A SN. Location Chainage Side No. (km) (Left/Right/Both) Length (m) 9 Sekh Chhak Village 39.400 Left/Right 600 10 Sekh Chhak Village 40.000 Left/Right 1000 11 Sekh Chhak Village 41.000 Left/Right 1000 12 Rassiana Village 42.000 Left/Right 100 13 Naurangabad Village 43.000 Left/Right 1000 14 Chander Village 44.000 Left/Right 1000 15 Sanga Village 45.000 Left/Right 1000 16 Bacchare Village 46.000 Left/Right 1000 Dharamkot - Zira - Ferozepur Road 1 Khandiyal Village 4.050 Both 250 2 Khandiyal Village 4.700 Both 300 4 Kotisakhan Town 11.300 Right 250 5 Mehal Village 13.550 Right 150 6 Langiwind Village 14.300 Both 250 7 Talwandi Jalakhan Village 15.300 Left 275 8 Talwandi Jalakhan Village 17.500 Right 500 9 Sukhawala Village 19.450 Left 450 10 Markhai Village 32.300 Left 250 11 Chuchak Village 37.000 Left 550 12 Lohgarh Village 42.550 Left 250 13 Lohgarh Village 43.000 Both 450 14 Lohgarh Village 43.700 Right 300 15 Kulgarhi Village 46.800 Both 200 16 Kulgarhi Village 47.300 Right 150 17 Ballar Village 50.900 Right 100 18 Sahdehasin Village 51.200 Right 200 19 Sohini Village 58.600 Both 300 2- 16 Annexure-2.2-B Location of Green Tunnel Si Chainage Location Type of Trees Side No. From I To Chandigarh-Landran-Chuni-Sirhind Road 1 13.600 14.400 Landran Eucalyptus L/R 2 14.700 15.500 Landran Sisham L/R 3 200 24BEucalyptus, Sahtoot, L/R 3 28.000 29.400 Badali Dek 4 30.500 31.300 Badali Sisham L/R Nagar-Aur-Rahon Road All along the road except at settlements Kapurthal-Tarn-Taran Road 1 4.00 5.00 Pavez Nagar Sisham L/R 2 18.500 22.00 Munidmore, Eucalyptus L/R I I I Amnitpur Dharamkot-Kot Ise Khan-Zira- Ferozepur Road 1 0.300 1.000 Dhararnkot Eucalyptus L/R 2 10.000 13.000 Kot Ise Khan Eucalyptus & OtherL/R Trees 3 21.500 22.500 Manroordwa Eucalyptus L/R 4 35.000 36.000 Chuchak village Babool L/R 5 41.300 46.000 Podona, Lohgarh Eucalyptus L/R village 6 54.300 55.200 Dumariwall Eucalyptus L/R Final Report Volume IV-A.- Environment Assessment and Management Plan (Rehlabilitation Component) 2-17 Annexure-2 .2-C DETAILS OF TREES IN CORRIDOR OF IMPACT Girthwise Total (in cm) Species wise Total Name of Road ____ ________ 30 -60 60 -90 90 -120 120 -150 150 -180 180 -270 > 270 Sub Total Si S2 S3 S4 S5 S6 S7 S8 59 Slo Sil Others Totald Chandigath-Landran- 29 1 4 9 1 2 3 1 36 - 131 68 21 14 9 7 5 4 2 1 - --131 Chuni-Sirhind Nagar-Aur-Rahon 97 77 78 36 1 6 5 467 776 173 121 117 108 59 61 63 34 - 9 8 23 776 Tam Tarani-Chabal-Attari 120 16 8 7 9 4 4 168 76 39 25 10 9 4 2 2 I1 - - 168 Kapurthala-Fatehabad 89 127 264 153 94 39 6 772 590 95 29 21 14 12 6 - - 4 1 772 Tam Taran Dharamkot-Zira- 98 141 275 218 174 86 50 1042 803 61 27 31 50 17 39 6 5 1 1 1 1042 Feraozepur 2 -18 - m - inmim mm- Annexure 2.2-C LIST OF TREES IN COI CHANDIGARH - SIRHIND Left Right GI G2 G3 G4 G5 G6 G7 Subtotal GI G2 G3 G4 G5 G6 G7 Subtotal 0.00 1.00 - - - - 1.00 2.00 = 2.00 3.00 3.00 4.00 4.00 5.00 5.00 6.00 6.00 7.00 7.00 8.00 8.00 9.00 9.00 10.00 10.00 _11.00 11.00 12.00 1 1 = 12.00 13.00 6 6 13.00 14.00 1 1 2 6 16 26 14.00 15.00 5 3 1 2 8 16 35 15.00 16.00 1 1 2 1 2 1 1 1 6 16.00 :17.00 1 1 17.00 18.00 = 18.00 19.00 = 19.00 20.00 20.00 21.00 21.00 22.00 22.00 23.00 . 23.00 24.00 24.00 25.00 = 25.00 26.00 . 26.00 27.00 2 - 19 Annexure 2.2-C LIST OF TREES IN COI CHANDIGARH - SIRHIND Left Right Chainage Gl G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 27.00 28.00 28.00 29.00 29.00 30.00 30.00 31.00 31.00 32.00 . 32.00 33.00 33.00 34.00 34.00 35.00 35.00 * 36.00 36.00 37.00 37.00 38.00 38.00 39.00 39.00 40.00 1 1 40.00 41.00 = 7 5 3 1 2 18 41.00 42.00 1 1 42.00 43.00 6 1 2 1 4 14 3 8 11 43.00 44.00 3 2 1 1 1 1 9 44.00 45.00 45.00 46.00 = 46.00 47.00 47.00 48.00 = 48.00 49.00 Sub Total 18 4 5 6 19 33 85 11 10 4 6 12 3 46 Total Numbers of Trees: 131 G1: 30 - 60 G2 :60 - 90 G3: 90 - 120 G4: 120 - 150 G5: 150 - 180 G6: 180 - 270 G7: > 270 2 - 20 m m - - m m m m Annexure 2.2-C CHANDIGARH - SIRHIND Left Chainage _ _ _ _ ____ Si S2 S3 S4 S5 S6 S7 S8 S9 Others Total 0.00 11.00 11.00 12.00 1 1 12.00 : 13.00 4 1 1 6 13.00 :14.00 25 1 26 14.00: 15.00 27 2 4 1 1 35 15.00 :16.00 1 1 2 16.00 :17.00 17.00 : 37.00 37.00: 38.00 38.00: 39.00 39.00: 40.00 1 1 40.00: 41.00 . . 41.00: 42.00 42.00 43.00 8 2 2 2 14 43.00 : 44.00 44.00 45.00 . 45.00 :46.00 46.00: 47.00 47.00: 48.00 48.00 : 49.00 Total 57 11 7 3 2 2 1 1 1 85 Total Number of Trees: 85 S1 -> EUCALYPTUS S3-> SAHTOOT S5 -> PEEPAL S7-> DEK S9-> OTHER TREES S2 ->SISHAM S4 -> SIRISH S6 -> BABOOL S8 -> JAMUN 2-21 Annexure 2.2-C CHANDIGARH - SIRHIND Right Chainage_____ _ ___ Si S2 S3 S4 S5 S6 S7 S8 S9 S10 SIl Others Total 0.00 11.00 11.00 12.00 12.00 : 13.00 13.00 14.00 . __ 14.00 15.00 15.00 :16.00 1 3 1 1 6 16.00 17.00 1 1 17.00 37.00 37.00 38.00 38.00 39.00 39.00: 40.00 _ 40.00 :41.00 4 5 5 1 1 2 18 41.00: 42.00 1 1 42.00 : 43.00 11 11 43.00 44.00 4 2 2 1 9 44.00 45.00 45.00: 46.00 . l 46.00 47.00 47.00 : 48.00 48.00: 49.00 Total 11 10 .7 6 4 3 3 2 46 Total Number of Trees:46 SI -> EUCAYLYPTUS S3 -> ARJUN S5 -> EUCALYPTUS S7 -> SAHTOOT S2-> SISHAM S4-> LASURA S6-> DEK S8 -> L STONIA 2 - 22 m - - - m m - m m m Annexure 2.2-C LIST OF TREES IN COI - NAGAR - AUR - RAHON ROAD LEFT RIGHT Chainage GI G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 0.00 4.00 = t 1 = 1 = = = = = = = 4.00 6.00 6.00 7.00 20 20 7.00 8.00 45 45 8.00 9.00 36 36 9.00 10.00 9 9 10.00 11.00 _ _ 56 56 11.00 12.00 38 38 12.00 13.00 - - l 23 23 13.00 14.00 _ _ X _ X __ . 41 41 14.00 15.00 2 4 2 1 1 15 25 16 16 15.00 16.00 = = = = = = = = = 8 8 16.00 17.00 3 4 6 1 14 6 6 17.00 18.00 1 1 2 2 2 18.00 19.00 2 1 3 5 5 19.00 20.00 4 1 3 1 1 = = 10 7 7 20.00 21.00 7 1 2 10 8 8 21.00 22.00 14 3 1 1 19 4 4 22.00 23.00 3 1 1 1 6 2 2 23.00 24.00 1 2 - 3 4 4 24.00 25.00 9 7 8 3 1 28 19 19 25.00 26.00 8 6 1 2 17 7 7 26.00 27.00 5 5 15 10 2 _ _ 37 - _ _ 18 18 27.00 28.00 2 6 7 6 3 1 25 = 15 15 2 - 23 Annexure 2.2-C LIST OF TREES IN COI - NAGAR - AUR - RAHON ROAD LEFT RIGHT Chainage GI G2 G3 G4 G5 G6 G7 Subtotal GI G2 G3 G4 G5 G6 G7 Subtotal 28.00 29.00 20 22 2 2 2 48 = = = 6 6 29.00 30.00 14 13 7 34 24 24 30.00 31.00 5 3 12 7 1 28 10 10 31.00 32.00 7 1 1 9 13 13 32.00 33.00 = = = = = = = = 5 5 33.00 34.00 3 4 7 34.00 35.00 3 3 35.00 36.00 36.00 37.00 37.00 :_38.00 38.00 39.00 . 39.00 40.00 Sub Total 97 77 78 36 16 5 17 326 450 450 Total Number of Trees: 776 G1:30-60 G2:60-90 G3:90-120 G4:120-150 G5:150-180 G6:180-270 G7:>270 2 - 24 Annexure 2.2-C NAGAR - AUR - RAHON ROAD RIGHT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 0.00 :1.00 - - 1.00: 2.00 - - 2.00: 4.00 - - 4.00: 6.00 - - - 6.00: 7.00 8 - 10 -1 1 20 7.00 :8.00 5 - 39 45 8.00 : 9.00 5 - 29 1 1 36 9.00 :10.00 2 1 5 1- 9 10.00 :11.00 13 17 14 - 5 1- 50 11.00 :12.00 5 - - - 3 - - 8 12.00 :13.00 4 18 - - - - 23 13.00 :14.00 26 14 1- - - 41 14.00 :15.00 12 4 - - 16 15.00 :16.00 2 - - 3 3 8 16.00 :17.00 4 2 - - - 6 17.00 :18.00 2 - - - - 2 18.00 :19.00 - 2 3 5 19.00 :20.00 1 - - 6 - - - 7 20.00 21.00 - 2 1 - 1 1 2 8 21.00 :22.00 - 1 - - - 1 4 22.00 :23.00 1 - - - 1 - 2 23.00 : 24.00 4 - - - - 4 24.00 25.00 9 1- - 7 1 1 19 25.00 : 26.00 2 1 - - - 4 7 2 - 25 Annexure 2.2-C NAGAR-AUR-RAHON ROAD RIGHT Chainage Si S2 S3 S4 S5 56 S7 S8 S9 S10 SII Others Total 26.00: 27.00 8 1 3 3 1 1 1 18 27.00: 28.00 1 - 12 1 1 - - - - - X 15 28.00 29.00 1 4 1 6 29.00 30.00 2 2 1 1 15 3 24 30.00 :31.00 2 2 - 4 1 --1 - 10 31.00 :32.00 - - 13 13 32.00 :33.00 - - 5 5 33.00 : 34.00 - - - 0 34.00 : 35.00 - - - 3 3 35.00 : 36.00 - - - - 0 36.00 : 37.00 - - - 0 37.00 : 38.00 - - - 0 38.00 : 39.00 - - - 0 39.00 : 40.00 - - - - 0 Total 111 64 99 50 25 18 17 12 9 3 2 4 414 Total Number of Trees: 414 SI -> SISHAM S3-> GULMOHAR S5 -> DEK S7 -> BABOOL S2 ->LASURA S4 -> EUCALYPTUS S6 -> SIRISH S8 -> SAHTOOT 2 - 26 M------- ---- - m m m - m m Annexure 2.2-C NAGAR - AUR - RAHON ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 0.00 :1.00 1 1 2 1.00 : 2.00 - 0 2.00 : 6.00 0 6.00 :7.00 2 1 5 8 7.00 :8.00 --18 - 3 - - 21 8.00 :9.00 1 8 7 - 1 4 21 9.00 :10.00 4 - 1 10 1 1 4 1 - 2 24 10.00 :11.00 7 - - 17 - - 2 - 1 27 11.00 :12.00 2 - 4 3 1 1 11 12.00 :13.00 - 2 24 - 1 - - 27 13.00 :14.00 - - 0 14.00 :15.00 2 3 2 - 2 9 15.00 :16.00 - - - - - 0 16.00 :17.00 6 - 3 5-- - 124 17.00 :18.00 1 - - - 1 2 18.00 :19.00 1 -1 1 - - 3 19.00 : 20.00 4 - 1 1 4 10 20.00 : 21.00 3 - 3 - - 2 2 10 21.00 :22.00 3 - 6 8 - 2 - - 19 22.00 : 23.00 1 2 - - 1 - 2 6 23.00 : 24.00 2 - - 1 --3 24.00 : 25.00 14 1 7 4 - 1 1 28 25.00 : 26.00 7 4 1 1 -1 3 17 2 - 27 Annexure 2.2-C NAGAR - AUR - RAHON ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S1l Others Total 26.00 : 27.00 2 29 4 - - - 1 1 37 27.00 : 28.00 - 23 - -1 1 - - - - - 25 28.00 : 29.00 4 - 2 - 1 1 2 - 10 29.00 : 30.00 1 1 - 2 - - - - - 4 30.00 :31.00 5 - - - 1- - 8 31.00 : 32.00 9 9- - 32.00 : 33.00 - - - - 0 33.00 : 34.00 - 7 7 34.00 : 35.00 - - - - - - 0 35.00 : 36.00 - - - - - - - 0 36.00 : 37.00 - - - - - - - 0 37.00 : 38.00 - - - - - - - 0 38.00 : 39.00 - - - - - - - 0 39.00 : 40.00 - -0 Total 62 74 18 58 34 33 33 12 7 6 6 19 362 Total Number of Trees: 362 Si -> SISHAM S3 -> DEK S5-> SAHTOOT S7 -> SIRISH S9 -> LASURA Si1 -> PEEPAL S2 ->EUCALYPTUS S4-> GULMOHAR S6 -> PAPORI S8 -> BABOOL S10 -> OTHERS 2 - 28 - - -- m m - - - - - -m-- Annexure 2.2-C LIST OF TREES COI - TARN TARAN - CHABAL - ATTARI ROAD Chainage L EFT RIGHT Chainage Gl G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 0.00 : 1.00 _ _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ 1.00 2.00 2.00 3.00 3.00 4.00 4.00 5.00 5.00 6.00 6.00 7.00 7.00 8.00 8.00 9.00 9.00 10.00 10.00 11.00 - 11.00 12.00 12.00 13.00 13.00 14.00 14.00 15.00 15 15.00 16.00 2 2 6 1 7 16.00 17.00 27 _ 27 31 - 31 17.00 18.00 1 1 23 23 18.00 19.00 2 2 4 1 1 2 19.00 20.00 1 1 3 1 4 20.00 21.00 1 1 21.00 22.00 22.00 23.00 2 1 3 1 1 23.00 : 24.00 1 3 2 5 24.00 25.00 1 1 25.00 26.00 1 1 2 3 1 - 4 26.00 27.00 11 27.00 28.00 1 1 1 3 4 1 _ 5 28.00 29.00 2 2 29.00 30.00 9 1 1 11 30.00 31.00 - I . 1 31.00 32.00 2 - 29 Annexure 2.2-C LIST OF TREES COI - TARN TARAN - CHABAL - ATTARI ROAD Chainage_LEFT RIGHT _ __ Chainage Gl G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 32.00 33.00 1 1 2 33.00 34.00 1 1 34.00 35.00 - 35.00 36.00 36.00 37.00 37.00 38.00 38.00 39.00 1 1 2 1 1 39.00 40.00 I_1 4 3 3 11 40.00 41.00 2 2 3 1 4 Sub Total 46 12 3 3 1 0 1 66 74 4 5 4 8 4 3 102 Total Numbers of Trees: 168 GIl:30 - 60 G2: 60 - 90 G3: 90- 120 G4: 120 - 150 G5: 150 - 180 G6: 180 - 270 G7: >270 2 -30 -- -- ------- - -- -- - - -- - - Annexure 2.2-C TARN TARAN - CHABAL ATTARI ROAD RIGHT Chainage Si S2 S3 S4 S5 S6 S7 S8 Others Total 0.00 1.00 1.00 2.00 2.00 3.00 3.00 :4.00 4.00 5.00 5.00: 6.00 . 6.00: 7.00 7.00: 8.00 8.00 9.00 9.00: 10.00 10.00 11.00 11.00 12.00 12.00 13.00 13.00 14.00 14.00 15.00 15.00: 16.00 4 1 1 1 7 16.00: 17.00 29 2 31 17.00: 18.00 15 3 3 1 1 23 18.00 : 19.00 1 1 2 19.00 : 20.00 2 2 4 20.00 21.00 1 1 21.00: 22.00 1 22.00 23.00 1 1 23.00: 24.00 5 . 5 24.00: 25.00 25.00: 26.00 1 3 4 2 - 31 Annexure 2.2-C TARN TARAN - CHABAL ATTARI ROAD RIGHT Chainage Si S2 S3 S4 S5 S6 S7 S8 Others Total 26.00: 27.00 1 1 27.00 28.00 5 5 28.00 29.00 29.00: 30.00 30.00: 31.00 1 1 31.00 : 32.00 32.00 33.00 33.00: 34.00 34.00: 35.00 35.00 36.00 36.00 37.00 37.00 38.00 1 1 38.00 39.00 1 1 39.00 40.00 11 11 40.00: 41.00 4 4 Total 50 19 18 5 5 3 1 1 0 102 Total Number of Trees: 102 SI -> EUCALYPTUS S3 -> SISHAM S5-> KIKAR S7-> BERRY S2 -> BABOOL S4 -> SIRISH S6 -> ARJUN S8-> PEEPAL 2 - 32 - ----- ------- - - -n-r--l Annexure 2.2-C TARN TARAN - CHABAL ATTARI ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 0.00 1.00 1.00 2.00 2.00 3.00 3.00 4.00 4.00 5.00 5.00 6.00 6.00 7.00 7.00 8.00 _ 8.00 9.00 9.00 10.00 . 10.00 11.00 _ _ ...... 11.00 12.00 12.00 13.00 13.00 14.00 14.00 15.00 15.00 16.00 1 1 . 2 16.00 17.00 25 1 1 27 17.00 18.00 1 1 1 18.00 19.00 4 4 19.00 20.00 1 1 20.00 21.00 21.00 22.00 - _ 3 3 22.00 23.00 31 23.00 24.00 1 -33 2 -33 Annexure 2.2-C TARN TARAN - CHABAL ATTARI ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 24.00: 25.00 1 1 25.00 26.00 1 1 2 26.00 27.00 1 1 27.00 28.00 2 1 - 3 28.00 29.00 1 2 29.00 30.00 5 5 1 11 30.00 31.00 31.00 32.00 32.00: 33.00 1 1 2 33.00 34.00 1 1 34.00 35.00 35.00 36.00 36.00 37.00 37.00 38.00 38.00 39.00 1 1 2 39.00 40.00 40.00 41.00 1 2 Total 26 20 7 5 4 1 1 1 1 66 Total Number of Trees: 66 Si -> EUCALYPTUS S3 -> ARJUN S5 -> KIKER S7 -> SIRISH S9 -> DEK S2 -> BABOOL S4 -> SISHAM S6 -> SAHTOOT S8-> BER 2 -34 - m- - ---mn - m - m Annexure 2.2-C LIST OF TREES IN COI KAPURTHALA - FATEHABAD - TARN TARAN ROAD Left Right GI G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 0.00 1.00 0 1 1 2 1.00 2.00 6 2 _ 8 7 1 8 2.00 3.00 3 1 3 1 8 3 1 4 3.00 4.00 3 1 3 1 8 4 2 3 9 4.00 5.00 1 1 2 2 1 2 1 8 5.00 6.00 1 3 4 1 1 2 6.00 7.00 1 1 _ 2 1 1 2 7.00 8.00 2 3 3 8 16 2 3 1 22 8.00 9.00 1 1 - 2 1 1 9.00 10.00 0 0 10.00 11.00 I 1 0 11.00 12.00 1 1 1 1 12.00 * 13.00 1 1 2 0 13.00 14.00 1 = = = 1 = 0 14.00 15.00 0 1 1 15.00 16.00 0 - 1 1 16.00 * 17.00 0 0 17.00 18.00 3 3 1 2 9 14 5 7 5 31 18.00 19.00 3 1 3 4 1 12 1 2 3 1 7 19.00 20.00 5 18 4 1 28 3 8 9 2 1 23 20.00 21.00 9 9 1 2 21 15 35 69 30 13 5 167 21.00 22.00 1 20 49 13 3 86 1 19 48 38 41 11 158 22.00 23.00 2 1 3 1 2 1 1 1 6 23.00 24.00 0 1 1 2 4 24.00 25.00 = =0 - = = = ° 0 25.00 226.00 0 2-35 Annexure 2.2-C LIST OF TREES IN COI KAPURTHALA - FATEHABAD - TARN TARAN ROAD Left Right Chainage GI G2 G3 G4 G5 G6 G7 Subtotal GI G2 G3 G4 G5 G6 G7 Subtotal 26.00 27.00 = = 0 1 8 1 10 27.00 28.00 _ 0 1 1 28.00 29.00 1 1 7 2 = 11 2 4 8 3 3 1 21 29.00 30.00 2 7 6 1 16 7 __7 30.00 31.00 = = = = = = 0 3 = = = = = 3 31.00 32.00 2 2 4 1 2 1 4 32.00 33.00 0 3 1 1 5 33.00 34.00 1 = = = 1 1 1 34.00 35.00 0 1 1 35.00 36.00 1 1 0 36.00 37.00 0 0 37.00 38.00 1 =1 = = 0 38.00 39.00 3 3 1 2 3 39.00 40.00 5 2 7 1 2 1 2 40.00 41.00 1 1 2 = 0 41.00 42.00 0 0 42.00 43.00 1 1 1 1 2 43.00 * 44.00 0 0 44.00 45.00 0 0 45.00 46.00 0 1 1 46.00 47.00 1 1 0 47.00 48.00 = = = 0 = = 1 1 SubTotal 22 57 104 45 13 11 1 253 67 70 160 109 81 28 4 519 Total Numbers of Trees: 772 G1: 30 - 60 G2: 60 - 90 G3: 90 - 120 G4: 120 - 150 G5: 150 - 180 G6: 180 - 270 G7: > 270 2-36 - - ---- m - ---- m m - - Annexure 2.2-C KAPURTHALA - FATEHABAD - TARN TARAN ROAD RIGHT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 Others Total 0.00: 1.00 1 1 2 1.00: 2.00 8 8 2.00 3.00 3 1 - 4 3.00 :4.00 7 2 9 4.00: 5.00 4 4 8 5.00: 6.00 2 . 2 6.00 : 7.00 2 2 7.00 : 8.00 7 15 22 8.00 : 9.00 1 1 9.00 :10.00 10.00 :11.00 11.00 12.00 1 1 12.00 13.00 _ 13.00 :14.00 . 14.00 :15.00 1 1 15.00 :16.00 1 1 16.00 :17.00 17.00 :18.00 30 1 31 18.00 :19.00 7 7 19.00: 20.00 23 = 23 20.00 * 21.00 167 167 21.00: 22.00 158 _ 158 22.00: 23.00 6 6 23.00: 24.00 4 - . 4 24.00: 25.00 . 25.00 : 26.00 26.00 : 27.00 10 10 27.00: 28.00 1 1 2-37 Annexure 2.2-C KAPURTHALA - FATEHABAD - TARN TARAN ROAD RIGHT Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 SIO Others Total 28.00: 29.00 19 2 - - 21 29.00 30.00 1 7 7 30.00 31.00 3 3 31.00 32.00 4 - 4 32.00: 33.00 5 5 33.00: 34.00 1 . 1 34.00 35.00 1 1 35.00 36.00 36.00 37.00 - 37.00 38.00 - 38.00 39.00 1 2 3 39.00 40.00 1 1 2 40.00 * 41.00 41.00 42.00 42.00: 43.00 1 1 2 43.00 44.00 44.00: 45.00 45.00 46.00 1 1 46.00 47.00 47.00 48.00 1 - - - 1 Total 419 43 15 14 10 10 4 2 1 1 519 Total Number of Trees: 519 SI -> EUCALYPTUS S3 -> ARJUN S5 -> SIRISH S7 -> DEK S9-> SAHTOOT S2 ->BABOOL S4 -> SISHAM S6-> NEEM S8 -> PEEPAL S10 -> BARGAD 2-38 m - - m - m - - --- - - Annexure 2.2-C KAPURTHALA - FATEHABAD - TARN TARAN ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 Others Total 0.00 1.00 0 1.00 2.00 8 . 8 2.00 3.00 6 6 3.00 4.00 7 3 10 4.00 5.00 1 1 5.00 6.00 3 1 4 6.00 7.00 2 2 7.00 8.00 8 8 8.00 9.00 2 2 9.00 10.00 . 0 10.00 11.00 1 1 11.00 12.00 1 1 12.00 13.00 2 2 13.00 14.00 1 1 14.00 15.00 0 15.00 16.00 0 16.00 17.00 0 17.00 18.00 8 1 9 18.00 19.00 12 12 19.00 20.00 28 28 20.00 21.00 21 21 21.00 22.00 86 . 86 22.00 23.00 3 3 23.00 24.00 0 24.00 25.00 0 25.00 26.00 0 2-39 Annexure 2.2-C KAPURTHALA - FATEHABAD - TARN TARAN ROAD LEFT Chainage Si S2 S3 S4 S5 S6 S7 S8 Others Total 26.00 27.00 - 0 27.00 28.00 0 28.00 : 29.00 11 1_1 29.00: 30.00 1 14 1 16 30.00 : 31.00 - - 0 31.00 : 32.00 2 2 1 4 32.00 : 33.00 0 33.00 : 34.00 1 1 34.00 : 35.00 0 35.00 : 36.00 1 1 36.00: 37.00 0 37.00: 38.00 1 . 1 38.00: 39.00 3 3 39.00: 40.00 4 1 1 1 7 40.00: 41.00 2 2 41.00: 42.00 . 0 42.00: 43.00 1 1 43.00 : 44.00 - = 0 44.00: 45.00 0 45.00: 46.00 0 46.00: 47.00 .1 1 47.00 : 48.00 0 Total 171 52 14 7 4 2 2 1 0 253 Total Number of Trees: 253 SI -> EUCALYPTUS S3-> SIRISH S5 -> DEK S7->PEEPAL S2-> BABOOL S4 -> SISHAM S6-> MANGO S8-> SAHTOOT 2-40 m - - - - - --- - - Annexure 2.2- C LIST OF TREES COI - DHARAMKOT - ZIRA - FEROZEPUR ROAD Left Right Gl G2 G3 G4 G5 G6 G7 Subtotal GI G2 G3 G4 GS G6 G7 Subtotal 0.00 1.00 4 5 8 8 11 12 6 54 4 2 8 5 6 11 3 39 1.00: 2.00 3 4 2 4 4 4 21 1 1 2 3 6 6 1 20 2.00: 3.00 4 2 5 1 12 1 6 8 19 13 8 5 60 3.00: 4.00 1 1 1 1 1 3 1 3 10 4.00 5.00 5 1 6 3 3 5 11 5.00 : 6.00 3 5 3 11 1 1 2 4 6.00: 7.00 4 2 3 2 11 9 3 1 13 7.00: 8.00 10 5 1 5 2 23 12 2 14 8.00: 9.00 1 5 8 6 7 6 8 41 2 5 2 9 9.00: 10.00 3 3 13 33 21 16 2 85 10.00: 11.00 3 2 21 25 24 9 4 88 4 11 35 21 11 1 83 11.00: 12.00 1 2 4 3 10 2 5 7 12.00: 13.00 - 13.00: 14.00 2 2 1 1 2 14.00: 15.00 1 1 1 2 3 15.00: 16.00 1 1 16.00: 17.00 1 1 17.00: 18.00 2 3 2 7 18.00: 19.00 . 4 2 3 9 19.00: 20.00 2 7 10 5 5 2 31 20.00: 21.00 1 . 1 3 4 1 8 21.00: 22.00 3 6 3 1 13 3 5 3 5 6 22 22.00: 23.00 4 5 10 9 4 3 35 5 11 17 15 7 4 6 65 23.00: 24.00 1 1 2 2 1 3 24.00: 25.00 25.00: 26.00 2 1 3 26.00: 27.00 1 1 27.00: 28.00 1 1 28.00: 29.00 29.00: 30.00 2-41 Annexure 2.2- C LIST OF TREES COI - DHARAMKOT - ZIRA - FEROZEPUR ROAD Left Right Chainage. GI G2 G3 G4 G5 G6 G7 Subtotal Gl G2 G3 G4 G5 G6 G7 Subtotal 30.00 31.00 31.00 32.00 1 1 1 3 32.00 33.00 33.00 34.00 34.00 : 35.00 1 1 35.00 36.00 2 4 1 7 36.00 37.00 1 1 2 1 3 37.00 38.00 1 2 1 4 38.00 : 39.00 1 1 39.00 : 40.00 1 1 2 1 1 40.00 41.00 41.00 :42.00 1 3 1 1 6 2 10 16 13 4 1 46 42.00 :43.00 5 11 8 5 29 1 7 35 12 12 1 68 43.00 44.00 1 2 1 1 5 44.00 45.00 3 3 45.00 : 46.00 1 1 2 46.00 : 47.00 3 1 2 3 9 47.00: 48.00 48.00 : 49.00 49.00 :50.00 i_r 50.00 : 51.00 1 1 51.00 : 57.00 - 57.00 : 58.00 1 1 1 1 58.00 : 59.00 1 1 59.00 60.00 Sub Total 33 39 74 80 79 46 29 380 65 102 201 138 95 40 21 662 Total Numbers of Trees: 1042 G1: 30 - 60 G2: 60 - 90 G3: 90 - 120 G4: 120 - 150 G5: 150 - 180 G6: 180 - 270 G7: > 270 2-42 m - - -- m - m - - --- m - Annexure 2.2-C DHARAMKOT - ZIRA - FIROZPUR ROAD Right Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 0.00 1.00 39 39 1.00: 2.00 20 - 20 2.00 3.00 59 1 60 3.00: 4.00 10 10 4.00 5.00 11 1_1 5.00 6.00 2 2 4 6.00: 7.00 1 10 1 1 13 7.00: 8.00 10 3 1 14 8.00 : 9.00 9 9 9.00: 10.00 84 1 85 10.00 :11.00 77 3 1 2 83 11.00 :12.00 7 - 7 12.00: 13.00 0 13.00: 14.00 1 1 2 14.00: 15.00 2 1 3 15.00 :16.00 0 16.00: 17.00 1 1 17.00: 18.00 2 2 18.00: 19.00 4 4 1 9 19.00: 20.00 28 1 _ ; _ 29 20.00 : 21.00 7 1 8 21.00 :22.00 11 2 4 2 3 22 22.00: 23.00 40 14 4 4 3 - 65 23.00 : 24.00 3 . 3 24.00: 25.00 0 25.00: 26.00 0 26.00: 27.00 1 1 27.00 : 28.00 1 1 28.00 : 29.00 0 29.00: 30.00 0 30.00: 31.00 0 31.00 : 32.00 3 3 32.00: 33.00 0 33.00: 34.00 0 34.00: 35.00 0 35.00: 36.00 1 2 4 7 36.00 : 37.00 1 1 1 3 37.00: 38.00 2 1 4 38.00: 39.00 1 I.I I 2-43 Annexure 2.2-C DHARAMKOT - ZIRA - FIROZPUR ROAD Right Chainage Si S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 Others Total 39.00: 40.00 1 10 20 31 40.00: 41.00 0 41.00 : 42.00 2 18 1 21 42.00 43.00 68 1 _ 68 43.00 44.00 3 1 1 5 44.00 45.00 3 2 5 45.00 46.00 1 1 2 46.00 47.00 2 6 1 47.00 48.00 0 48.00 . 49.00 0 49.00 50.00 0 50.00: 51.00 1 1 51.00 52.00 0 52.00 53.00 . 0 53.00 54.00 0 54.00 55.00 0 55.00 56.00 0 56.00 57.00 0 57.00: 58.00 1 _ 1 58.00 59.00 0 59.00 60.00 0 Sub Total 468 61 27 10 42 11 29 6 5 1 1 1 662 Total Number of Trees: 662 Si -> EUCALYPTUS S3 -> BABOOL S5 -> SISHAM S7 -> NEEM S9 -> GULMOHAR S11 -> ARJUN S2 -> OTHER TREE S4 -> KIKAR S6 -, PEEPAL S8-> DEK S10 -> BERRY 2-44 m--- - - - - m-- - ---- m - - Annexure 2.2-C DHARAMKOT - ZIRA- FIROZPUR ROAD Left Chainage Si 52 S3 S4 S5 S6 S7 Others Total 0.00 :1.00 53 1 54 1.00 2.00 21 21 2.00 :3.00 10 12 3.00 :4.00 1 1 4.00 :5.00 1 6 5.00 :6.00 5 2 11 6.00 :7.00 7 11 7.00 8.00 1 4 1 4 23 8.00 9.00 31 5 41 9.00 :10.00 3 3 10.00 :11.00 88 88 11.00 :12.00 3 10 12.00 :13.00 13.00 :14.00 1 2 14.00 :15.00 1 1 15.00 :16.00 - 1 1 16.00 :17.00 17.00 :18.00 18.00 :19.00 19.00 :20.00 20.00 :21.00 1 1 21.00 :22.00 1 13 22.00 :23.00 32 1 35 23.00 :24.00 1 1 2 24.00 :25.00 25.00 :26.00 3 3 26.00 :27.00 27.00 :28.00 28.00 :29.00 29.00 :30.00 30.00 31.00 - 31.00 32.00 32.00 :33.00 33.00 :34.00 34.00 :35.00 1 1 2-45 Annexure 2.2-C DHARAMKOT - ZIRA - FIROZPUR ROAD Left Chainage Si S2 S3 S4 S5 S6 S7 Others Total 35.00 36.00 36.00 : 37.00 1 37.00 38.00 _ 38.00 :_39.00 39.00 : 40.00 2 2 40.00 :_41.00 41.00 : 42.00 6 6 42.00 43.00 29 29 43.00 : 44.00 44.00 45.00 45.00 46.00 - 46.00 47.00 - 47.00 48.00 48.00 49.00 49.00 50.00 - 50.00 51.00 51.00 52.00 52.00 53.00 53.00 54.00 - 54.00 : 55.00 55.00 56.00 56.00 57.00 57.00: 58.00 1 1 58.00 59.00 1 1 59.00 60.00 Total 287 19 8 6 1 380 Total Number of Trees: 380 Si -> EUCALYPTUS S3-> SISHAM S5->GULMOHAR S7-> PEEPAL S2 ->OTHERTREE S4 - BABOOL S6->DEK 2-46 Annexure 2.3-A List of Settlements Si. Village\Town Chainage (km) |Leth Side (Left/ I Distance from No. rom ToRight/Both) CAL (in) Chandigarh-Landran-Chuni-Sirhind Road I Sohana Village 9.700 11.100 1.400 Both 10 2 Landran Market 12.100 13.100 1.000 Both 10 3 Landran Village 13.500 14.600 1.100 Both 9 4 Sohana Village 16.500 17.000 0.500 Both 10 5 Chanderi Village 19.300 19.600 0.300 Both 9 6 Majatri Village 22.200 22.500 0.300 Both 8 7 Chuni Kalan Market 24.900 26.000 1.100 Both 10 8 Badali Market 29.000 30.300 1.300 Both 10 9 Jodyapura Village 32.500 32.800 0.300 Both 12 10 Peer Jain Village 34.100 34.400 0.300 Both 12 11 Bhaironpur Market 37.500 37.800 0.300 Both 12 12 Kotla Bijuwada Village 38.400 39.400 1.000 Both 15 13 Fatehgarh Sahib Village 41.100 42.000 0.900 Left 20 14 Sirhind town 42.300 44.100 1.800 Both 15 15 Sirhind chowk town 47.000 47.900 0.900 Both 12 Nagar-Aur-Rahon Road 1 Nagar Town 6.400 6.500 0.100 Both 15 2 Raipur Raian Village 11.000 11.600 0.600 Both 10 3 Silkiyana Village 12.800 13.200 0.400 Both 10 4 Lasara Market 14.400 14.800 0.400 Both 12 5 Chakdana Village 16.500 19.000 2.500 Both 10 6 Balauni Village 20.400 20.550 0.150 Both 12 7 Aur Town 21.450 23.000 1.550 Both 10 8 Garcha Village 25.450 26.150 0.700 Both 11 9 Mehrampur Village 27.000 27.500 0.500 Both 13 10 Rahon Town 32.900 33.200 0.300 Both 15 Tarn-Taran - Chabal - Attari Road 1 Trantaran Town 0.000 1.000 1.000 Both 15 2 Nurdi Village 4.900 5.100 0.200 Both 12 3 Chabal Village 12.600 14.100 1.500 Both 10 4 Bugrai Village 16.200 16.300 0.100 Both 20 5 Gandi Bind Village 21.250 21.400 0.150 Both 20 6 Sarai Mand Khan Vill. 23.300 23.800 0.500 Both 20 7 Burji Village 28.500 28.650 0.150 Both 15 8 Rajatal Village 29.700 29.850 0.150 Both 25 9 Rajatal Market 30.100 30.200 0.100 Both 15 10 Pacca pind Village 36.850 37.000 0.150 Both 12 11 Attari Village 38.800 39.600 0.800 Both 10 2-47 i i I I I I i I Annexure 2.3-A sj* I ~~~~~~Chainage (kin)Sie(etIDsanefo No. Village\Town Length Sie(ft Dsanero No. From To Right/Both) CAL (m) Kapurthala -Tarn Taran Road 1 Kapoorthala Chungi Town 0.000 0.700 0.700 Both 15 2 Parvez Nagar Market 4.700 5.000 0.300 Both 15 3 Khirawali Market 8.000 8.300 0.300 Left 20 4 Unchapind Village 11.300 11.400 0.100 Left 15 5 Unchapind Market 12.300 12.700 0.400 Both 14 6 Fattudinga Village 14.500 15.000 0.500 Both 15 7 Mundimore Market 17.400 17.500 0.100 Both 15 8 Amratpur Village 20.500 20.700 0.200 Both 9 9 Govindwall Town 24.000 25.000 1.000 Both 30 10 Govindwall Market 25.300 26.000 0.700 Both 20 11 Fatehabad Market 29.100 30.900 1.800 Both 8 12 Parwal Village 32.700 32.800 0.100 Both 12 13 Sakhe Chack Village 38.900 39.100 0.200 Both 10 14 Naurangabad Village 42.300 42.600 0.300 Both 8 15 Sanga Village 45.400 45.550 0.150 Both 15 16 Govindwall Bypass Market 47.000 47.500 0.500 Both 12 Dharmkot - Zira - Ferozepur Road 1 Dharmkot Town 0.000 1.500 1.500 Both 15 2 Peerpur pind Village 7.700 7.900 0.200 Right 15 3 Kotisakhan Town 8.000 11.000 3.000 Both 10 4 Talwandi Jalakhan Market 16.900 17.000 0.100 Right 12 5 Zira Town 23.000 26.000 3.000 Both 10 6 Pheroki Village 27.500 27.600 0.100 Left 30 7 Mehar Singhwala Village 30.000 31.000 1.000 Both 15 8 Markhai Village 32.700 33.000 0.300 Both 20 9 Chuchak Village 35.700 36.400 0.700 Both 20 10 Padona Village 40.800 41.000 0.200 Both 20 11 Kulgarhai Village 46.000 46.700 0.700 Both 25 12 Sher Khan Market 48.500 49.100 0.600 Both 20 13 Sadehasin Village 52.800 53.000 0.200 Both 15 14 Janer Village 53.800 54.000 0.200 Right 25 15 Mokham Khan Village 56.700 57.350 0.650 Left 20 16 Sohni Village 58.000 58.600 0.600 Both 15 2-48 I i i i Annexure-2.3-B List of Religious Structure along the road Si. Nm/yeChainage Side Distance from Location No Name/Type (km) (Left/ Right) CIL (m) Chandigarh-Landran-Chuni-Sirhind Road I Gurudwara 10.900 Left 10 Sohana Village 2 Majatri 12.400 Left 10 Lakhnaur Village 3 Gurudwara 15.100 Right 9 Lakhnaur Village 4 Gurudwara 16.900 Left 13 Sohana Village 5 Temple 19.200 Right 7 Chanderi Village 6 Gurudwara 19.250 Right 7 Chanderi Village 7 Gurudwara 25.850 Right 20 Chuni Market 8 Derra 26.150 Right 30 Sarkapara village 9 Radha Swami Satsang Viyas 27.450 Left 10 Badali Village 10 Gurudwara 36.600 Right 50 Defera Village 11 Mazar 39.450 Left 7 Kotla Bijuwada Village 12 Gurudwara 41.450 Left 13 Fatehgarh Sahib Village 13 Peer Dargah 43 .050 Left 13 Sirhind Town Nagar-Aur-Rahon Road 1 Gurudwara 7.450 Right 13 Phala Village 2 Gurudwara 9.490 Right 10 Bharsingh Pura Village 3 Mandir 10.950 Right 10 Rajpur Rajan 4 Gurudwara 12.800 Right 9 Dayal Pur Village 5 Samadhi 15.400 Right 9 Chakdana Village 6 Gurudwara 17.500 Right 12 Garcha Village 7 Gurudwara 25.300 Right 7 Lasara Village 8 Majar 27.900 Left 10 Mehram pur Village 9 Majar 27.970 Right 15 Mehram pur Village 10 Radha Swami Satsang Viyas 12.150 Right 11 Dayal Pur Village 1 Gurudwara 12.900 Right 10 Dayal Pur Village Tarn Taran - Chabal - Attari Road 1 Gurudwara 3.600 Left 60 Carowal Village 2 Majar 4.100 Right 50 Nurdi Village 3 Gurudwara 4.800 Right 25 Nurdi Village 4 Temple 4.900 Right 30 Nurdi Village 5 Peer Dargah 6.750 Right 8 Kotdaramchand Village 6 Gurudwara 7.900 Right 9 Kotdaramchand Village 7 Radha Swami Satsang Viyas 11.800 Right 8 Chabal Village 8 Gurudwara 17.500 Right 20 Gandivind Village 9 Peer Dargah 20.550 Right 50 Gandivind Village 10 Gurudwara 21.600 Right 25 Gandivind Village 11 Radha Swami Satsang Viyas 22.500 Right 15 Gandivind Village 12 Gurudwara 24.500 Right 15 Sarai Mand khan Village Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation) 2-49 E I i i i Annexure-2.3-B Si. Chainage Side Distance from Location No. Name/Type (km) (Left/ Right) C/L (m) 13 Gurudwara 28.600 Right 10 Burji Village 14 Gurudwara 30.800 Right 12 Rajatal Village 15 Gurudwara 33.700 Right 9 Mava Village 16 Gurudwara 35.700 Right 13 Mava Village 17 Temple 38.800 Right 10 Attari Village 18 Temple 39.600 Left 15 Attari Village Kapurthala - Tarn Taran Road 1 Peer Dargah 0.800 Right 10 Kapoorthala Chungi Town 2 Temple 2.900 Right 8 Nawapind Village 3 Gurudwara 7.900 Left 100 Khirawala Village 4 Langar Hall 8.700 Left 10 Khirawala Village 5 Mazar 18.700 Left 15 Mundimore Village 6 Gurudwara 22.850 Left 30 Arnratpur Village 7 Gurudwara 26.200 Right 12 Govindwal Village 8 Gurudwara 26.700 Right 7 Govindwal Village 9 Gurudwara 28.000 Right 20 Govindwal Village 10 Gurudwara 33.100 Right 10 Parwal Village 11 Gurudwara 34.400 Left 9 Khadur Sahibmore Village 12 Gurudwara 35.800 Right 12 Vaipui Village 13 Langar Hall 36.200 Left 12 Vaipui Village 14 Gurudwara 37.900 Left 12 Purana Pattha Village 15 Gurudwara 41.300 Left 8 Rassiana Village 16 Gurudwara 45.900 Left 20 Sunga Village Dharamkot-Zira-Ferozepur Road I Temple 3.100 Right 8 Noorpur Hakima Village 2 Radha Swami Satsang Viyas 6.500 Right 12 3 Mazar 7.700 Right 20 Peerpur Village 4 Mazar 7.800 Right 15 Peerpur Village 5 Mazar 16.550 Left 9 Talwandi Village 6 Gurudwara 18.550 Right 400 Talwandi Village 7 Temple 20.900 Left 6 Sukhawala Village 8 Maszid 22.990 Left 15 Mansoor Dewa Village 9 Gurudwara 28.450 Left 15 Pheroki Village 10 Temple 33.400 Right 15 Markhai Village 11 Mazar 36.100 Right 9 Chuchak Village 12 Radha Swami Satsang Viyas 55.550 Left 12 Dumriwala Village Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation) 2-50 i i Annexure-2 .3-B List of Affected Religious Structures along the road Name of Road Chainage Distance from Dimension Type Side Contact Person Remark Photograph of Religious (km) C/L (m) (m) Structures Willing for k.w relocation Nagar-Aur- 15.400 7.00 1 x I Small Temple Right Satbeer Singh Community will Rahon Community Leader dcd ttetm f-i- decide at the time of relocation Gurudwara Granthi Tam Taran-agedfrb - CalATari 3.600 5.00 8 x 5 Langar ghar Left Guam Singh relocation and said CaaAtaiSewadar that they will relocate on their own land Willing for 21.20 Kail Snghrelocation 21.200 4.00 1 x I Tree Temple Left C aoil Singh Community will Communiy Leder decide at the time of relocation Dharamkot- FoeprWilling for Dalber Sngh relocation 27.800 5.00 1 x 1 Tree Temple Right Damunbe eraSing Community will Commuity Lader decide at the time of relocation Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation) 2-51 I Annexure 2.3 C List of Education Institute SI. No. Name/Type Chainge Side (LeW from Location Chandigarh-Landran-Chuni-Sirhind Road 1 Sr Secondary School 10.250 Left 10 Sohana Village 2 Primary School 21.200 Right 13 Majatri Village 3 Engineering Collage 26.900 Left 50 Sarkapara Village 4 Primary School 34.500 Left 60 Peer Jain Village 5 PrimarySchool 38.500 Left 10 Kotla Bijuwada Village 6 Public School 38.900 Left 300 Kotla Bijuwada Village 7 Public School 39.900 Right 15 Kotla Bijuwada Village 8 Primary School 40.600 Left 20 Attewali Village 9 Engineering Collage 41.900 Right 20 Fatehgarh Sahib Village Naga-Aur -Rahon Road 1 Primary School 11.450 Right 10 Raipur Raian Village 2 Public School 17.550 Right 9 Chakdana Village 3 Public School 22.000 Left 13 Aur Market 4 Public School 22.900 Left 50 Aur Market 5 Public School 25.500 Right 12 Garcha Village Tarn Taran - Chabal - Attari Road 1 Primary School 6.750 Left 15 Kotdaramchand Village 2 Primary School 7.400 Left 12 Kotdaramchand Village 3 Primary School 12.400 Left 12 Chabal Town 4 Primary School 17.100 Left 13 Doda Village 5 Primary School 21.600 Right 25 Gandi vind Village 6 Primary School 28.900 Left 12 Khurd Village 7 Primary School 29.050 Left 15 Rajatal Village 8 Public School 37.800 Right 13 Pacca Village 9 Primary School 40.100 Left 15 Attari Village Kapurthala-Tarn Taran Road 1 x4ng-meenng ana 3.100 Left 15 Gurunanakpura Village 2 Primary School 5.500 Right 10 Parvaze Nagar 3 Primary School 8.600 Right 30 Khirawali Village 4 Primary School 10.100 Right 18 Khirawali Village 5 Public School 12.900 Right 15 UcchaVillage 6 Primary School 25.400 Left 30 Govindwal Village 7 Primary School 30.400 Right 15 Fatehabad Town 8 Primary School 30.900 Left 15 Fatehabad Town 1 9 Primary School 32.800 Left 13 Parwal Village 2 - 52 I i i i i i i i i I Annexure 2.3 C SI. No. Name/Type Chainge Side (Left/ Distance from Location 3 No. ____ _ Nae/yp ChRight) CAL (m) 10 Primary School 37.25 Left 13 Vaipui Village 11 Primary School 40.4 Left 10 Sekh Chhak Village 12 Primary School 40.7 Left 15 Sekh Chhak Village 13 Primary School 42.3 Left 10 Naurangabad Village 14 Primary School 42.7 Left 13 Naurangabad Village Dharamkot*Zira-Ferozepur Road 1 Primary School 1.450 Left 50 Dharamkot Town 2 Primary School 3.350 Left 20 Noorpur Hakima Village 3 Primary School 5.500 Right 13 Khandayal Village 4 Primary School 8.200 Right 20 Kotisakhan Village 5 Polytechanic Collage 8.500 Left 15 Kotisakhan Village 6 Primary School 9.300 Right 12 Kotisakhan Village 7 Sr. Secondary School 10.300 Left 12 Kotisakhan Village 8 Primary School 13.500 Right 13 Mahalpind Village 9 Higher Secondary 16.990 Right 12 Talwandi Village 10 Primary School 24.700 Left 15 Zira Town 11 Primary School 26.100 Right 10 Zira Town 12 Primary School 27.300 Right 70 Batiawala Village 13 Primary School 27.800 Right 12 Batiawala Village 14 Public School 30.300 Right 20 Mehrsinghwala Village 15 Primary School 33.400 Left 15 Mehrsinghwala Village 16 Primary School 36.400 Left 12 Chuchak Village 17 Primary School 40.700 Left 12 Padona Village 18 Primary School 41.100 Left 15 Padona Village 19 Sr. Secondary School 48.600 Left 70 Sher Singh Khan Village 20 Sr. Secondary School 49.200 Left 13 Sher Singh Khan Village 21 Primary School 55.650 Right 13 Dumariwala Village 2 - 53 I I i I i Annexure 2.4 CONSULTATIONS INTRODUCTION Public consultations were carried among different sections of the community, specifically the affected people, identified vulnerable groups (including women headed households), local government officials, etc. This was intended to create awareness regarding the project and also to ensure stakeholder participation while formulating entitlement framework. The option of altemative design was also discussed with them in order to achieve speedy implementation of the project with the active involvement of the local population. In this regard several meetings were organized at various locations, as detailed in this Chapter. APPROACH TO COMMUNITY PARTICIPATION Involuntary resettlement creates a feeling of insecurity, curiosity and misunderstanding amongst PAPs. Social assessment and public/community participation helps to remove such uncertainties and at the same V time help the project-proponent to incorporate valuable suggestions and perceptions of development. Consultation with the community and their involvement ! in different stages of project planning and implementation is often used as a tool to Poster Displaying Date, Time and Places of inform and educate the stakeholders about Public Consultation along corridor the proposed action both, before and after the development decisions have been made. The consultations were carried out on the basis of a set of guidelines prepared for the project, Guidelines for Focus Group Discussions, appended as Annexure-1.4. A leaflet was designed in Punjabi language . covering brief notes on the project, agencies - i involved, the need for public participation, etc. In the end, an invitation specifying date, time X and venue of the meeting was attached (see photo). A sample of Punjabi and English version of the leaflet used in the public consultation programme is attached to this report as Annexure 1.6 and an inforrnation * ' document circulated with maps showing the l. project corridors is attached as Annexure 1.7. All the meetings were organised in collaboration with the PRBDB, Village : y Panchayat members and the anticipated L L participants. = r ( In all meetings. project documents such as -- drawings of the road, cross sections and maps Gathering during Consultation were shown to the people for a better understanding of the situation. During consultation, an attempt was made to provide information about PSRSP in an appropriate formn and timely manner. Final Report Volume I V-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-54 Annexure 2.4 COMMUNITY PARTICIPATION Analysis of Consultations The consultations were carried out simultaneously with the household survey. Local important people in the villages were met for possible dates and places of meeting and the issues were indicated to them. On the appointed date and time the Consultants carried out the consultations in the affected areas, including focus group discussions. The focus groups included truck and autorikshaw-drivers, shopkeepers, and women at a number of places. The consulted people were already aware of the project and of the possibility of the loss of their land and other assets. The major concerns of the consulted people related to storm water drainage, parking facilities, compensation amount, dust suppression, provision of footpath in town areas, etc. A total of 25 consultations were carried out and are appended to this report as Annexure 3.1 and list of attendees are presented in Annexure 3.2. A corridor-wise summary of each of these 6 road links is presented in the following. Summary of Consultations The consultation carried out at various locations has been summarised in the following tables. Table 3.1 - Link 1: Chandigarh-Landran-Chuni-Sirhind SI. No. Issues Location where Issue Incorporated in Design Issue not it Emerged* Incorporated Bus shelters and lay bye provided at km 9.700, 14.700, 19.500,25.300, 29.00 and 46.900 (Plan and Profile Drawing No. PRBDB/CHA- SIR/PP/01/38/R2, PRBDB/CHA- Provision of wayside SIR/PP/06/38/R2, PRBDB/CHA- amentiesin o yik e busSIR/PP/1 1/38/R2, PRBDB/CHA- I footpthk bus 1,2,3, 4, 5, 6 SIR/PP/22/38/R2 and PRBDB/CHA- sheler,footathandSIRIPP/38/38/R2) hand pump Footpath-cum drain has been provided in urban areas (Plan and profile Drawing No. PRBDB/CHA- SIR/DRN/TCS/SD3/RI) All the affected hand-pumps will be replaced Drainage has been provided in urban and rural areas (Plan and Profile 2 Roadside storm water 1,2 3 4 5 Drawing No. PRBDB/CHA- drainage ,2, , , SIR/DRN/TCS/SD3/Rl and PRBDB/CHA- SIR/DRN/TCS/SD I/RO) Road signboards are provided at appropriate locations 3 Roadside signs for 1, 2, 5, 6 (Plan and Profile Drawing No. safety PRBDB/CHA-SIRIPP/01/38/R2, PRBDB/CHA-SIR/PP/06/38/R2 and PRBDB/CHA-SIR/PP/38/38/R2) Parking could not 4 Parking facilities 1, 4 be provided due to limited RoW. Incorporated in EMP (Vol. IV B) as a Enhancement of part of enhancement (Plan and Profile 5 sideand worh 3, 4 Drawing No. side) and worship , PRBDB/ENV/ENH/O1/12 and 1area PRBDB/ENV/ENH/03/12) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-55 I i I I p I i I I Annexure 2.4 SL No. Issues Location where Issue Incorporated in Design Issue not it Emerged* Incorporated Compensation of existing road land (which was acquired in 1954 and for which compensation was not given) and 2 Compensation at local market rate has 6 the additional land Vol.e gv)ni Rbde RP required for Vol. V) improvement of the road must be given at local market rate. Provision of median Centreline marking provided instead Median is not a inthe road tof educe of median with adequate sign boards part of road design 7 the road to reduce 4 (Typical design of pavement marking in rural settlement, accidents. to be found in Plan and Profile and there is no Drawing No. PRBDB/RM/3/3/RO) adequate RoW Protection of water Will be taken care during road 8 pipe line along the 4 construction, and addressed in EMP road. (Vol. IV B) .i Junction redesigned at km 14.700 Junctiovmnt 2 (Junction Drawing No. PRBDB/CHA- improvement SIR/MAJ-JUN/2/5/R0) Service road could 10 Provision of service I not be provided road due to the limited RoW Road improvement to 11 be restricted within 2 Improvement within the existing ROW the available Row 12 Street light facilities 4 Incorporated in the design Restoration of 13 livelihood of affected 6 Measure adopted in RAP (Vol. IV) people 3 Direct Employment to local Preference would be given to local employment 14 people during road 6 people, if willing, at the time of road cannot be construction construction (RAP Vol. V) provided, instead training would be provided Provision of speed Rumble strips provided 15 breakers to reduce 6 (Plan and Profile Drawing no. chances of accident PRBDB/MISC/4/4/R0) Dust suppression 16 measures should be None adopted 17 Change in widening None option/Realignment 18 Tree plantation None * Location Code: 1= Sohana; 2= Landran; 3= Jhangeri; 4= Chunni; 5= Badali; 6= Sirhind Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-56 Annexure 2.4 Table 3.2 - Link 2: Nagar-Aur-Rahon Location Nl Issues where it Issue Incorporated in Design Issue not incorporated o. Emerged* Bus shelters and lay bye provided at km 11.200, 12.600, 17.300, and 22.300 (Plan and Profile Drawing No. PRBDB/RAH-NAG/PP/6/28/R2, PRBDB/RAH-NAG/PP/7/28/R2, Provision of wayside PRBDB/RAH- amenities like bus NAG/PP/12/28/R2 and Provision of toilets is I shelter, footpath, toilet, 1, 2, 3, 4 PRBDB/RAH- not included in this street light and provision NAG/PP/17/28/R2) project of drinking water Footpath-cum drain has been provided in urban areas (Plan and Profile Drawing No. PRBDB/RAh- NAG/DRN/TCS/SD3/RI) All the affected hand-pumps will be replaced Provision of adequate Rumble strips and street light safety measures like have been incorporated in Traffic control signal 2 speed breaker, Pedestnran 1, 2, 3, 4 highway design light not provided crossings and traffic because traffic is not up control signal light at (Plan and Profile Drawing No. to the required level _ junction PRBDB/MISC/5/5JRO) Drainage condition improved and provided at new places Ipoeetof existing (Plan and Profile Drawing No. 3 Improvement oexsig 1, 2, 3 PRBDB/RAh- 3 storm water drainage 1 ,3 PBBRh NAG/DRN/TCS/SD3/RI and PRBDB/RAh- NAG/DRN/TCS/SDI/RO) o . n Intersection redesigned 4 km 22i650 3 (Junction Drawing No. PRBDB/ .6 NAG-RAh/MAJ-JUN/2/3/R0) Restrict the road improvement between Road improvement is restricted 5 km 18.2 to km 18.6 to 2 and typical design is shown in minimise the social Drawing 1.3 of Annexure 1.1 impact Provision of a dustbin and the 6 Provision of dustbin in 3 typical design is given in EMP market (Vol. IV B) as a part of 3r oenhancement Construction of Existing boundary wall will be 7 boundary wall and relcd(A3o.V doctor's house at PHC replaced (RAP Vol. V) Compensation at 3 No affected private properties replacement cost Existing height of the Height of road is maintained at road should be the existing level maintained Strengthening of existing 10 road to Satluj river (3km 4 Not a part of the project long and 22 feet wide) Centreline marking provided 11 Provision of a median 4 instead of median with adequate sign boards Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-57 I I I Annexure 2.4 Location N Issues where it Issue Incorporated in Design Issue not incorporated No. Emerged* (Typical design of pavement marking to be found in Plan and Profile Drawing No. PRBDB/RM/3/3/R0) 12 Provision of sewing 4 Not a part of the project training centre in village Employment to local 13 people during road None construction 14 Parking facilities None 15 Enhancement of any None public property Dust suppression 16 measures should be None adopted 17 Change in widening None option/Realignment None _ 18 Tree plantation None * Location Code: 1= Rapariya; 2= Chakdana/ Urapar; 3= Aur; 4= Silkiana Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-58 i I l Annexure 2.4 Table 3.3 - Link 4: Tarn Taran-Chabal-Attari No. Issues 1ct inwhere Issue Incorporated in Design Issue not Bus shelters and lay bye provided at km 4.720, 13.150, 13.475 (Plan and Profile Drawing No. PRBDB/TAR- Request for toilets ATTIPP/5/41/R2, PRBDB/TAR- is not addressed, as ATT/PP/14/41/R2 and PRBDB/TAR- there is no Provisionofwayside ATTIPP/31/41/R2) provision in the amenities like bus 1, 2, 3 4 project. The RoW shelter, footpath, Footpath-cum drain has been also is limited to toilet and hand pump provided in urban areas (Plan and accommodate this Profile Drawing No. PRBDB/TAR- issue ATT/DRN/TCS/SD3/RI) All the affected hand-pumps will be replaced Sign boards and rumble strips provided at km: 4.800, 13.300, Provision of 30.000, and 39.200 (Plan and Profile roadside sign boards, Drawing No. (PRBDB/TAR- 2 street lighting and 1, 2, 3 4 ATT/PP/5/41/R2, PRBDB/TAR- speed breakers for ATI/PP/14/41/R2 and road safety PRBDB/TAR-ATT/PP/31/41/R2) Street light has been incorporated in design Restoration of livelihood of 3 affected people and 4,3 Measures adopted in RAP (Vol.-V) of the vulnerable groups Drainage has been provided in urban and rural areas (Plan and Profile 4 Provision of storm 2 4 Drawing No. PRBDB/TAR- water drainage ATT/DRN/TCS/SD3/RI and PRBDB/TAR- ATT/DRN/TCS/SDI/RO) Junction improved at Chabal Plan .i and Profile Drawing no. 5 Juncion 2, 3 (PRBDB/TAR-ATT/MAJ- improvement ,JUN/3/4/R0) and at Rajatal (PRBDB/Applicable-JUN/I/RO) Parking could not 6 Parking facilities 2 be provided due to the limited RoW Dust suppression . . . 7 measures should be 2 Appropriate mitgation measures adoptedhave been given in EMP (Vol.-IV B) adopted Protection of Care will be taken at the time of road 8 existing pipe line 2 construction (water, sewerage, telephone) EMP (Vol.-IV B) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-59 i I Ii i Annexure 2.4 Si. Issues Location where Issue Incorporated in Design Issue not No. it Emerged* incorporated Road has been realigned between 9 Realignment of 3 km 30.000 to 30.200 (Plan and existing road Profile Drawing No. PRBDB/TAR- ATT/PP/31/41/R2) Enhancement of existing cremation Incorporated in EMP as a part of 10 ground (construction 4 enhancement EMP (Vol.-IV B) of boundary wall and approach road) Adequate assistance for the loss of None property and shifting allowance 12 Provision of median None _ Provision of service 13 road None Road improvement 14 with in the existing None ROW 15 Street light facilities None Employment of local 16 people during road None construction 17 Provision of speed None breakers 18 Tree plantation None * Location Code: 1= Nurthai; 2= Chabal Town; 3= Rajatal; 4= Atari Table 3.4 - Link 5: Kapurthala-Fatehbad-Tarn Taran Si. No. Issues Location where it Issue Incorporated in Design Issue not Emerged* incorporated Bus shelters and lay bye provided at km 0.900, 6.700, 14.700, 20.100, 30.300, 42.400 and 46.900 (Plan and Profile addrests aos KAwing1No. toRil addressed as Provision of wayside KAP/PP/01/48TR2, there is no shelter, footpath, toilet 1,2,3, 4, 5 KAPPP/748/R2, provision in the amnte iebsPRBDB/TAR- provisinih and hand-pump KAP/PP/15/48/R2, RoW also is PRBDB/TAR- lirnited to PRBDBTAR-accommodate KAP/PP/20/48/R2 and thismissue PRBDB/TAR- KAP/PP/30/48/R2) Footpath-cum drain has been Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-60 Annexure 2,4 SI. No. Issues Emerged* Issue Incorporated in Design incorporated provided in urban areas (Plan and Profile Drawing No. PRBDBtTAR- KAP/DRN/TCS/SD3/R 1) All the affected hand-pumps -__._will be replaced Adequate compensation 2 and assistance for the 2, 3, 4 Adequate measure adopted in property loss and RAP (Vol. V) shifting cost Direct Employment Preference would be given to employment 3 opportunities for local 2 4 6 local people, if willing, at the cannot be people during the road , , time of road construction (RAP provided, instead construction works Vol. V) training would be provided Drainage has been provided in urban and rural areas (Plan and Profile Drawing No. 4 Provision of a tor 3, 6 PRBDB/TAR- water drainage KAPtDRN/TCS/SD3/Rl and PRBDBtTAR- KAPtDRN/TCS/SD l/RO) Provision of service Service road Provisionear setment 3could not be 5 road near settlement 3,5 provided due to area the limited RoW Proper road sign board provided (Plan and Profile Drawing No. PRBDBtTAR- KAPtPP/30/48tR2, and Provision of sign board PRBDBtTAR- 6 and street lighting for 5, 6 KAP/PP/42/48/R2) road safety (Traffic Control Zone drawing No. PRBDB/TCZ/1I/I/RO) Street light will be incorporated in the design Assistance for creating or restoration of Livelihood restoration measures sustainable livelihood 2, 4 adopted in RAP (Vol. V) Ioption. Service road 8 Parking facilities 3, could not be provided due to the limited RoW Road improvement Not feasible 9 should be in the RHS to 4 because of the save the properties in the LHS and bndge algnment P o of rToe wall is given in the design Provslon of retaienig Plan and Profile Drawing No. wall at the end of the PBBTR 10 embankment to save 4 PRBDB/tAR 2 properties and provision PRBDB/TAR- of stalrcases KAPtPP/22/48/R2 Rumble strips provided bekProvision of speed (Standard Pedestrian Crossing, 11 breakers to control the 4 Speed Hump and Rumble Strip speed of vehicle within Drawing No. the settlement area. PRBDB/MISC/4/4/R0) Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-61 i I i i I I III E i Annexure 2.4 SI. No. Issues Location where it Issue Incorporated in Design issuepnot Emerged* Isu noprtdi ein incorporated 12 Dust suppression Mitigation measures have been adopted incorporated in EMP (Vol. IV) Alternate housing or Compensation at local market 13 compensation at full 2 rate has been given in R & R _ replacement cost budget RAP (Vol. V) 14 Provision of median None 15 Junction improvement Done 16 Street light facilities Done 17 Restoration of None livelihood 18 Tree plantation None * Location Code: 1= Kapurthala; 2= Attnawali; 3= Fattu Dinga; 4= Mandbu-Mundichhena; 5= Fatehbad; 6= Narangabad; Table 3.5 - Link 6: Dharamkot - Kot Ise khan-Zira-Firozpur Location Issue not S1. No. Issues where it Issue Incorporated in Design incorporated Emerged* Bus shelters and lay bye provided at km 0.100, 12.000, 24.800, 48.100, and 58.200 (Plan and Profile Drawing No. PRBDB/DHA- FIR/PP/1/60/R2, PRBDB/DHA- Provision of wayside FIR/PP/2/60/R2, PRBDB/DHA- Provision of amenities like bus shelter, FIR/PP/3/60/R2, PRBDB/DHA- toilets is not footath,itoieslet and shelter 1 2, 3, 4 5 FIR/PP/5/60/R2 and PRBDB/DHA- included in this pump FIR/PP/6/60/R2) project pump Footpath-cum drain has been provided in urban areas (Plan and Profile Drawing No. PRBDB/FIR- DHA/DRN/TCS/SD7/RO) All the affected hand-pumps will be replaced Proper road sign board provided (Plan and Profile Drawing No. PRBDB/TAR-KAP/PP/30/48/R2, Provision of sign boards and PRBDB/TAR- 2 and street lighting for road 1, 2, 3, 4, 5 KAP/PP/42/48/R2) safety (Traffic Control Zone Drawing No. PRBDB/TCZ/I/I/RO) Street light has been incorporated in the design | Drainage has been provided in urban and rural areas (Plan and 3 Provision of storm water 1 2 3 4 Profile Drawing No. PRBDB/FIR- drainage ,,, DHA/DRN/TCS/SD3/R1 and PRBDB/FIR- DHAIDRN/TCS/SD I/RO) ~Parking could 4 Provision of parkng 2 4 not be provided facilities due to limited - RoW Junction improvement, Junction redesigned at km 12.000 beatification and 2 (design chainage 9.500) maintaining the height of (Plan and Profile Drawing No. - the road at same level PRBDB/FER- Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-62 i I ii I I i I Annexure 2.4 Location Issue not SI. No. Issues where it Issue Incorporated in Design incorporated DHA/MAJ/JUN/2/DRN/l/R0) Height of the road is maintained at the existing level 6 Tree plantation within the 2 Incorporated in EMP (Vol. IV B) market area 7 Enhancement of Shivalya 3 Incorporated in EMP (Vol. IV B) as temple and Park a part of enhancement Bypass is not One way traffic between feasible due to km 24.300 to 24.600 and Incorporated in the design the project 8 Provision of bypass to 3 (Plan and Profile Drawing No. limitations (As minimise social impact PRBDB/DHA-FIRIPP/25/60/R2) this is a mmlmse ocla Imactrehabilitation corridor) Road improvement should be restricted within the Road widening restlncted within existing RoW to minimise existing RoW all along the corridor 9 the impact on livelihood 4 and no private properties are and the Road height affected. should be maintained at Height of the road is maintained at the same level the existing level. Adequate compensation 10 and assistance for the loss None ___ of assets 311 Provision of median None _ _ _ Protection of water 12 pipelines along the road None 13 Provision of service roads None 14 Street light facilities None 15 Restoration of livelihood None of affected people Employment of local 16 people during road None construction U- 17 Provision of speed None breakers 18 Dust suppression measures None should be adopted * Location Code: 1= Dharmkote; 2= Kot Ise Khan; 3= Zira 4= Sharkhan Wala; 5= Ferozpur Consultation with women along the project road Consultation with women in the project corridor was carried out with the intention to document their views about the project and likely impact of the project implementation on them. The separate consultation with the women was conducted to record the women specific problems/ issues, which may not be possible in the general consultation. As evident, by and large, male members dominate the whole proceedings of the consultation process in general consultation and where hardly any women specific issues were discussed. In this Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-63 i I I I I II i i i Annexure 2.4 way, the consultation with the women group along the project corridor was different from the general consultation, where mostly women specific issues were discussed and concern of the women, related to project implementation, were recorded by a women social scientist. Interviews and discussion with women were carried out at all the roads sub- project to incorporate their views, concerns, requirements and suggestions due to implementation of the project. Some of the issues raised during consultations are U ..N ~-,. U4 Consultation wh omen R 0 I summarised in following table. These issues were incorporated in the project deign stage and has been discussed in Chapter 3. Some of the issues emerged during consultation with women is summarised in Table 3.6. 3Table 3.6: Issues Raised by Women during Consultation Link Place Chainage projectNo. or Women Link Plae Cainge Isue RasedParticipants I I Landran 14.700 . Roadside drainage 9 . Road safety . Arrangement of secondary education facility in the existing school in village 2 Silkianan 11.200 . Provision of sewing training centre in 8 Village village . Provision of street light . Road sign Rajatal 30.000 . Roadside drainage 3 . Public convenience for ladies 3 . Roadside drainage Attari 39.200 . Public convenience for ladies 10 . Provision of street light . Education facility for their children 4 Attnawali 6.600 . Road safety 20 . Assistance to the PAPs Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-64 l l I Annexure 2.4 Link Place Chainage Issues Raised Participants * Road traffic accidents Mandbu- a Road safety Mundichhena 22.000 * Assistance to the PAPs 29 . Provision of staircase from road to house (located at toe of embankment) S Kot - Ise - 12.000 . Roadside drainage 3- Khan * Road safety Consultation with the Vulnerable Groups The consultation with the vulnerable group is much more focussed than the general consultation, as it tries to visualise the impact of the project on that group, who already have a fragile social and economic base. Although, there are 11 households belonging to Vulnerable Groups surprisingly, in a group discussion, which was specially organized for vulnerable groups, no person from vulnerable section turned up in the meeting except one Women headed household (WHH) at Rajataal on Link 4. Thus, the views expressed by the woman only depict the partial picture of the concern of the vulnerable groups. The affected woman is a widow and running a tea stall owned by her. This shop is only source of her livelihood, with which she supports her family of two unmarried and school going daughters. Thus, to restore her income and livelihood she only needs adequate compensation and assistance. aAlthough 3 women can'tform a group but it was better to record the perception of the women who turned up for consultation, as at some locations it was difficult to ensure the participation of women in a group, where only 34 women cameforward to participate in the group discussion. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-65 l I Annexure 2.4 COMMUNITY CONSULTATION PC-1: PUBLIC CONSULTATION AT SOHANA Sohana village is about one km long along the corridor at starting point (km 9.7). Mostly shops and residences are well located beyond RoW. However, at beginning the shop owners have encroached upon the RoW for temporary works (ex. Cotton works, motor repairing shops etc). During consultation people expressed that they are aware of the road widening project. Some of them knew that their properties are not affected and the widening will be restricted within the RoW. On an average about 8 - 9m clear space is available on either side from the existing road centerline. The list of people participated in consultation process and the issues discussed are presented here. PUBLIC CONSULTATION AT SOHANA - PC-1 Place: Sohana Date: 13th December 2005 Chainage/km: 9.700 Number of Participants: 8 Time: 10.00-10.30 AM uSi. Table 1: List of Persons During Consultation at Sohana No. Name & Address Occupation Gender Age Subjects Discussed I S. K. Yadav Agriculture Male 33 2 Kartar Singh Shop owner Male 41 1 . Road side drainage 3 Zafar Singh Shop owner Male 52 2. Parking Facilities 4 Ram Nayan Sharma Shop owner Male 39 3. Provision of Service Road 4. Bus stop and Safe access to 5 Shardar Singh Grass Business Male 32 it 6 Madhur Khan Shop owner Male 40 5. Provision of footpath 7 Bimal Khan Shop owner Male 45 6. Roadside signage 8 Dhanveer Singh Shop owner Male 48 Issues Discussed at Sohana i) This village does not have drainage - - facility as a result during rainy season it becomes difficult to drain the rainwater. People were concemed in particular to a . know whether water from the roads would flow into their fields. In settlements, people were apprehensive about stormn water drainage. They expected the project to improve the X existing situation. (I } ii) As the upcoming road will be a high- h speed corridor, the people demand for a service road for their day-to-day activities. Consultation at Sohana Village iii) Wayside amenities like bus stop, footpaths and hand pumps are required. They wanted to relocate the existing bus stop near the road and to provide a bus bay. iv) Proper safety measures like road signing or signboards should be adopted. Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-66 I I I I I I Annexure 2.4 PC-2: PUBLIC CONSULTATION AT LANDRAN Landran is a small junction, where few shops located at edge of RoW at an average distance of about 8-lOm from center of existing road. Big Eucalyptus trees are prominent on both sides of the corridor. There will be land acquisition at this place (within Landran village boundary) as the available RoW is only about 6m. However, discussions with local people revealed that compensation of land at market place is the main issue. Among other issues provision of bus stop and other wayside amenities, speed breakers are important. Some of the issues recorded are discussed here. PUBLIC CONSULTATION AT LANDRAN - PC-2 Place: Landran Date: 14th May 2006 Chainage/km: 14.600 Number of Participants: 47 Time: 10.00 AM-1.00 PM Table 2: List of Persons During Consultation at Landran Si. No Name & Address Occupation Gender Age Subjects Discussed I Prashan Singh Farmer Male 82 2 Sudha Singh Pensioner Male 60 3 Pramjit Singh Shop Owner Male 37 4 Nirpal Singh Service (Sweeper) Male 45 1. Compensation at market rate 2. Wayside amenities 5 Palbir Singh Prudent Male 90 3. Roadside storm water drainage Gurudwara provision 6 Pravinder Singh Shop Keeper Male 33 4. Road sign for safety aspects (Tenant) 5. Junction improvement 7 Harbhag Singh Shop Keeper Male 30 6. Road improvement may be restricted (Owner) with RoW 8 Pal Singh Farmer Male 65 9 Jastar Singh Farmer Male 36 10 Ganwant Singh Service Male 53 Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Landran i) Compensation for land acquisition should be given at T, market rate. ii) Wayside amenities like bus stop, drainage facilities etc are required. -- iii) Proper storm water drainage facility iv) Provision of safety measures like road signing and i. signboards should be displayed at with proper visibility. v) Junction improvement. vi) The widening should be restricted within the available RoW, so that there will be no impact on the people and l their livelihood. Consultation at Landran Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-67 I ! I I i Annexure 2.4 PC-3: PUBLIC CONSULTATION AT JHANGERI: Jhangeri is a small settlement spreads along the corridor between km 19.400 to km 19.800. Houses are situated at an average distance of about 6 -7m from the existing road centerline. The RHS of the corridor is having more builtup structures, where the LHS is relatively less. The outcome of consultation is presented below. PUBLIC CONSULTATION AT JHANGERI - PC-3 Place: Jhangeri Date: 13th December 2005 Chainage/km: 19.500 Number of Participants: 5 Time: 12.30-1.00 PM Table 3: List of Persons During Consultation at Jhangeri No. Name & Address Occupation Gender Age Subjects Discussed I Ranbir Resident Male 31 1. Road side drainage Om Prakash Resident Male 46 2. Provision of Bus stop 3 Krishna Resident Male 32 3. Provision of Hand pump 4 Joginder Singh Resident Male 49 4. Enhancement of roadside worshipping ____ _ _ ___ ___ ___ ___ __ ___ ____ ___ __ ___ ___ __ ___ ___a re a 5 Jagbir Singh Resident Male 52 Issues Discussed at Jhangeri i) Drainage was one of the common issues raised by the villagers during meeting. People were anxious about the storm water drainage. ii) Wayside amenities like bus stop, footpaths and hand pumps are required. Though there are two . A '. existing bus stops on either side, but because of its dilapidated condition presently the people are not using it. They wanted to reconstruct the new bus stop with a bus bay. iii) One hand pump is located just adjacent to the bus stop on LHS, Consultation at Jhangeri which may be affected because of its proximity to the carriageway. As this is a functional one, people wanted to replace the same. iv) A particularly interesting issue was brought out during consultations is enhancement of a small worshipping area (lOm x 15m area,) on RHS. This area may be enhanced and barricade may be put on the roadside. Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-68 I I I i I Annexure 2.4 PC4: PUBLIC CONSULTATION AT CHUNNI Chunni is a major settlement in terms of quantum of business and its linear extent along the corridor. At present the road passing through this settlement is is in good riding condition. All the structutes are located beyond RoW. However, few mobile vendors come in day time, operate their business and go back at night (ex. roadside cloth vendors, ground nut trolleys etc). The settlemet is already having a storm water drain on both sides. Some of the issues discussed here are as follows. PUBLIC CONSULTATION AT CHUNNI - PC4 Place: Chunni Date: 14th May 2006 Chainage/km: 25.300 Number of Participants: 44 Time: 5.00 - 7.00 PM Table 4: List of Persons During Consultation at Chunni No. Name & Address Occupation Gender Age Subjects Discussed I Mahender Singh Fanner Male 75 2 Amit Kapoor Shop Male 32 ShI . Provision of wayside amenities s Kumar 2. Roadside storm water drainage 4 Baljit Singh Namberdar Fanner Male 34 3. Provision of parking facilities 5 Rakesh Kumar Shop Male 42 4. Enhancement of Gurdwara 6 Prithvi Singh Fanner Male 35 5. Provision of median 7 Sukhvinder Singh Fanner Male 22 6. Protection of water pipeline during construction 8 Satwant Singh Student Male 18 7. Street light facilities 9 Sulakhan Singh Fanner Male 24 10 Gurpreet Singh Farmer Male 22 Note: Details of list of participants are given in Annexure 3.2 ii Issues Discussed at Chunni I it Ii LA.!1 i) People were informed about the objective of PSRSP and came to know about the project ' IA about a month before from the surveys done I by our various teams. ii) The communities were requested that this ' . Y ' project would be limited to standard two- laning sections (with parking bays, footpaths, etc., wherever applicable). iii) Though the market has already provided with storm water drainage, but its capacity is not adequate. People strongly raised voice regarding overflow from the drains. At present the panchayat is doing maintenance - L works. However, people have suggested to Consultation at Chunni make it covered drain with the provision of footpath. Final Report Voluime IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-69 l I I I Annexure 2.4 iv) Chunni is a major market place within 10km on either side and is spreading nearly lkm along the corridor. The local businessmen requested for parking space. Further the parking of vehicles on the ROW shows there is a need to plan for parking areas in the road. v) People requested to enhance the front side of Gurdwara vi) Provision of median in settlement area vii) Proper care must be taken during construction to save the water pipe line that runs along the road for about 300m. viii) Street light facility with working condition would be an added advantage for the market area as well as for the local traffic. PC-5: PUBLIC CONSULTATION AT BADALI: Badali village spreads along corridor between km 29 to km30. All the shops are well located beyond RoW at a distance of about 1 Om from road center. The road is regularly maintained by PWD and in a good riding condition. Already the settlement has a public drainage system. However, local people expressed their views for provision of wayside amenities and maintenance of drainage system. Some of the issues recorded are discussed here. PUBLIC CONSULTATION AT BADALI - PC-5 I Place: Badali Date: 13th December 2005 Chainage/km: 29.000 Number of Participants: 4 Time: 3.00-4.00 PM Table 5: List of Persons During Consultation at Badali No. Name & Address Occupation Gender Age Subjects Discussed I Vikramjeet Singh Shop owner Male 45 .. Wayside amenities - I__.__ _ _ _ _ _ _amembes 2 Surjeet Singh Resident (Rupalikeri) Male 38 2. Improvement of existing drain 3 Surendra Singh Shop owner Male 43 condition 4 Bhuparajeet Singh Shop owner Male 37 3. Safety measures Issues Discussed at Badali i) The village has storm water drainage facility. However, people have Kw suggested to make it covered drain with the provision of footpath. ii) The community bring out issues, which are important in their perception; like wayside amenities like bus stop, C drainage facilities etc are required. iii) People recounted a number of events in recent past, when somebody or other in the village was seriously / fatally injured. Provision of safety measures Consultation at Badali like road signing and signboards should be displayed at with proper visibility. According to the people, better surface and junction designs would only help vehicles zooming through the villages. Final Report Volume IV-A. Environment Assessment and Managenment Plan (Rehabilitation Component) 2-70 I I I I I I I I I I Annexure 2.4 PC-6: PUBLIC CONSULTATION AT SIRHIND Sirhind is taluka head quarter and a major settlement in terms of its linear extent along the corridor and volume of business. An important religious institution in Sirhind is Baba Fatehgarh Sahib Gurdwara at km 41.500 on LHS. Many small stretches between km4O to km47 is made upto 4- lane configuration. The town is free of encroachment. At end point (junction of NH 1) few temporary shops (snacks/ tea stalls, vegetable trolleys and tyre repairing shops) are marked about 8 to 9m from road. However, these shops are not affected. The issues discussed with the communities are as follows. PUBLIC CONSULTATION AT SIRHIND - PC-6 Place: Sirhind Date: 13th December 2005 Chainage/km: 46.900 Number of Participants: 6 Time: 4.30-5.00 PM Table 6: List of Persons During Consultation at Sirhind Si. Name & Occupation Gender Age Subjects Discussed No. Address I Hazarilal Shop owner Male 45 2 Sahdev Singh Resident (Khanpr) Male 37 . . . 1 . Wayside amenities 3 Kewal Singh Resident Male 41 2. Safety measures I KCahengnawali_____ 3. Restoration of livelihood 4 Avtar Singh Shop owner Male 39 4. Employment opportunity 5 Paramjeet Singh Resident Male 32 5. Provision of speed breakers (Shamipura) 6 Dalvari Singh Resident Male 39 Issues Discussed at Sirhind i) Provision of wayside amenities like bus stop, drainage facilities etc are required. ii) Proper safety measures like road signing and signboards may be taken into account iii) The temporary shops located near end of corridor (junction) are important for them, 4 -. - as this is the source of livelihood. The - communities wanted provision of some design elements to address this issue. As - per the present design these are not affected. 14 iv) Employment opportunities may be created Consultation at Sirhind for semi-skilled and skilled labourers during construction stage. v) People were concemed that the widening or strengthening of road would induce many more vehicles in the road through their settlement, thereby increasing accident rates. Most of them recommended "speed breakers", or any other equivalent feature would reduce the chances of accident. Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-71 I I I I I I I l I Annexure 2.4 - PC-I: PUBLIC CONSULTATION AT RAPARIYA Rapariya is a about 5km ahead of Nagar (starting of project corridor). The road is intermediate lane configuration and the available RoW is about 12 -13m. All the structutes are located beyond RoW. The settlement is about 800m long along road and free of any kind of encroachment. The issues discussed here are as follows. PUBLIC CONSULTATION AT RAPARIYA - PC-1 Place: Rapariya Date: 18th December 2005 Chainage/km: 11.200 Number of Participants: 5 Time: 10.00 - 10.30 PM Table 4: List of Persons During Consultation at Rapariya SI. Name & Address Occupation Gender Age Subjects Discussed No. I Sarjeet Singh Shop owner Male 35 2 Pyaralal Shop owner Male 52 1. Provision of way side amenities 3 Harmesh lal Agriculture Male 32 2. Provision of adequate safety measures 4 Jeet Ram Shop owner Male 55 3. Improvement of drainage condition 5 Jinder Singh Shop owner Male 26 Issues Discussed at Rapariya i) People were informed about the j l -l-L,# -v objective of PSRSP and widening 1 proposal. They were explained about the type of improvement and related aspects..l ii) There are no wayside amenities. People wanted bus stops and footpath , , to be incorporated in design. iii) Adequate safety measures must be taken near settlement. . "i * ' iv) Though the village has a narrow drain but as per local people this is not sufficient during rainy season to empty Consultation at Rapariya storm water. People suggested improving the drainage situation. Final Report Volume IV-A: Environment 4ssessment and Management Plan (Rehabilitation Component) 2-72 I. Annexure 2.4 PC-2: PUBLIC CONSULTATION AT SILKIANA VILLAGE Silkiana is a small village at km 11.200. The road is intermediate lane configuration and the available RoW is about 12 -13m. All the structutes are located beyond RoW. The settlement is free of any kind of encroachment. The issues discussed here are as follows. PUBLIC CONSULTATION AT SILKIANA - PC-2 Place: Silkiana DATE: 15TH MAY 2006 CHAINAGE/KM: 11.200 Number of Participants: 28 Time: 10.00 - 12.30 Table 2: List of Persons During Consultation at Silkiana N,. Name & Address Occupation Gender Age Issue Discussed I Han Ram Agr. Labour Male 48 2 Ram Kishan Business Male 68 3 Ratna Farmer Male 70 1. Provision of way side amenities 4 Harpal Singh Farmer Male 47 2. Provision of adequate safety measures Pyara Singh Farmer Male 60 3. Height of road should be maintained at same 6 Bhpya dra Singh Farervc Male 60 level 6 Bhupender Singh Service Male 45 4. Strengthening the existing connecting village 7 Pulla Singh Farmer Male 70 road to Satluj river 8 Paja Ram Farmer Male 51 5. Provision of median Ajit Singh Farmer Male 45 6. Provision of sewing training centre in village 3 10 Trisem Singh Farmer Male 60 Note: Details of list of participants are given in Annexure _;,____ 3.2 . Issues Discussed at Silkiana i) Wayside amenities like bus stop, drainage facilities etc are required. ii) Provision of safety measures like road signing and signboards should be displayed at with proper visibility. iii) Height of existing road should be maintained _ ____ at same level. iv) The connecting road to Satlij River may be improved. This road is about 3km long and 22 feet wide. v) Provision of media to segregate traffic coming from different directions. vi) Consultation with the women shows that they want a sewing training centre in the village so that the girls or ladies can practise - and eam at a later date. Consultation in progress at Silkiana Final Report Volume IV-A.- Environment Assessment and Management Plan (Rehabilitation Component) 2-73 i i i I I i I I I i I I i I i i Ii Annexure 2.4 PC-3: PUBLIC CONSULTATION AT CHAKDANA/ URAPAR Chakdana and Urapar are two different settlements but is a continuous one. The linear extent is about 2.5km and has been categoried as NAC. The length of town and quantum of business shows the importance as a major market place. The road is about 5.5m wide along the settlement. In general the road is free of encroachment, however, at few locations shops like motor/ cycle reapiring units and utensil shops use the available RoW. Mostly the shops and houses are of pucca structures. About 7 -9m clear space is available on both sides, which is sifficient for the proposed widening. Consultations carried out with the shop owners are discussed here. PUBLIC CONSULTATION AT CHAKDANA/ URAPAR - PC-3 Place: Chakdana/ Urapar Date: 18th December 2005 Chainage/km: 17.300 Number of Participants: 8 Time: 10.00 - 10.30 PM Table 3: List of Persons During Consultation at Chakdana/ Urapar SN. Named & Occupation Gender Age Subjects Discussed I Jasbir Singh Shop owner Male 35 I . Provision of bus stop and 2 Mandeep Singh Taxi Driver Male 33 wayside amenities 3 Kuldeep Singh Shop owner Male 28 2. Provision of adequate safety 4 Baljeet Singh Shop owner Male 32 measures, pedestrian crossings etc. 5 Khadak Singh Shop owner Male 33 3. Improvement of drainage 6 Gurdev Singh Shop owner Male 29 condition 7 Dalbagh ram Shop owner Male 38 4. Constrict the widening in between km 18.2 to km 18.6 8 Amarjeet Singh Shop owner Male 34 Issues Discussed at Chakdana/ Urapar i) People were informed about the objective of PSRSP and came to know about the project -l about a month before from the surveys done by our various teams. ii) Wayside amenities like bus stop, footpaths, toilets and drinking water facilities are required. Some of the bus stops are in very bad condition and needs to be reconstructed. iii) As the vehicles are running at a faster speed, every time there is fear of accident. The project should address safety issues in settlement by providing street light facility, speed breakers and signboards. -K- iv) People were apprehensive about storm water drainage. This town does not have proper drainage facility as a result during rainy season it becomes difficult to drain the rainwater. They expected the project to improve the existing situation. Consultation at Chakdana/ Urapar v) During survey it is evident that between km 18.2 to km 18.6 RoW is limited, as people have encroached upon road. In this 400m stretch approximately 3 -3.5m space is available on both sides from edge of road. There are about 40 houses in this stretch and are of pucca Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-74 -1 ------- Annexure 2.4 construction. The total space available at this place is about 12m, which may be sufficient for two-lane formation. Keeping in mind the social and other related aspects it is advisable to reduce the width of formation in this critical stretch. So that the social impact would be minimum. PC-4: PUBLIC CONSULTATION AT AUR: Aur settlement shows all characteristics of Chakdana and Urapar. Aur is a Notified Area Council (NAC) with average RoW of about 12-13m. This settlement is nearly 2km long and at most places RoW is free of encroachments. However, the boundary of Aur primary health center (on left side) at km 23.300 is very close to carriageway (2.5m). The junction at km 22.650 is a problematic area in Aur where accidents took place. Issues discussed with the local people are as follows. PUBLIC CONSULTATION AT AUR - PC-4 Place: Aur Date: 15th May 2006 Chainage/km: 22.300 Number of Participants: 12 Time: 1.00 - 3.30 PM Table 4: List of Persons During Consultation at Aur Si. Name & Address Occupation Gender Age Issue Discussed No. I Ravinder Singh Business Male 55 1 . Provision of wayside amenities 2 Shiv Kumar Business Male 52 2. Provision of adequate safety measures, pedestrian crossings etc. 3 Tarsem Singh Business Male 50 3. Provision! improvement of existing 4 Pandit Ratan Lal Business Male 33 storm water drainage facility 5 Amreek Singh Business Male 45 4. Junction improvement . 5. Provision of dust bin in market area 6 (Ex- Panchayat Member) Busess 6. Construction of boundary wall of Aur - Ex Pacaa-ebr PHC 7 Jagjot Singh Business Male 48 7. Compensation in case properties are 8 Jasbir Singh Farmer Male 55 affected 9 Kulwant Singh Auto Driver Male 40 10 Vijay Kumar Sharma Business Male 50 1 1 Suresh Sahajpal Business Male 41 12 Gunneet Singh Business Male 27 Issues Discussed at Aur i) People were explained about the objective of PSRSP and they were informed of the road r l |, upgradation project. The proposed expansion/ widening would be restricted within the available RoW. ii) Bus shelters, parking facilities and pedestrian facilities should be incorporated in the road design. iii) Widening of road will fasten the speed of vehicles, which may lead to accidents of higher severity. People recommended "speed breakers" reduce the chances of accident. Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-75 I ! Annexure 2.4 iv) At present a small drain (0.5 ft wide and 0.5 ft deep) exists which is not sufficient in rainy season to drain the rainwater. v) The junction at km 22.650 is a critical junction. The three-arm road needs to design properly and safety measures ought to be taken. 1 n vi) Provision of dustbin in the Aur market area. vii) The Aur PHC boundary wall is very close-to- close and because of widening this will be affected. So people wanted to construct a new - boundary wall. viii) In case the project affects any properties, I compensation should be given at market rate. Consultation at Aur PC-1: PUBLIC CONSULTATION AT NURTHAI Nurthai is a small village of about 300m long along the road. The road is intermediate lane and the shops and houses are situated about 8m from ceter of road on both sides. As the widening is only confined to RoW, no impact is anticipated. The list of people participated in consultation process and the issues discussed are given here. PUBLIC CONSULTATION AT NURTHAI - PC-1 Place: Nurthai Date: 17th December 2005 Chainage/km: 4.800 Number of Participants: 7 Time: 9.00-9.30 AM Table 1: List of Persons During Consultation at Nurthai No. Address Occupation Gender Age Subjects Discussed No dr. I Jannaire Singh Shop owner Male 35 2 Malki Singh Shop owner Male 38 3 Nirmal Singh Shop owner Male 40 1. Road widening 4 Jarnail Singh Shop owner Male 36 2. Wayside amenities 3. Safety measures, speed breakers 5 Shaab Singh Shop owner Male 41 in village 6 Jagdeep Singh Shop owner Male 21 7 Balwinder Singh Shop owner Male 28 Issues Discussed at Nurthai i) People were informed about objective of L PSRSP. They were described about the process ;I{i of widening and proposed expansion would be confined within the existing RoW. ii) As the width of carriageway is not even 2 lane, people wanted to widen the road for free flow of - traffic. Consultation at Nurthai Final Report Volumne IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-76 I ! I I I Annexure 2.4 iii) At present there are no wayside amenities. People wanted bus stops and public conveniences on roadside. iv) Proper safety measures like road signing and signboards should be adopted. Villagers emphasised on providing speed breakers at both end of the village to control the speed of vehicles. PC-2: PUBLIC CONSULTATION AT CHABAL TOWN Chabal town is a Notified Area Council (NAC) about 2.5km long along the road. About 1Om clear space is available on bothsides. However, few ambulatory units and roadside parking is marked along the town area. The road is in a very bad condition and dust generation is a common phenomena. The issues discussed are as follows. PUBLIC CONSULTATION AT CHABAL - PC-2 I Place: Chabal Date: 18th May 2006 Chainage/km: 13.300 Number of Participants: 30 Time: 9.00 - 11.00 PM Table 2: List of Persons During Consultation at Chabal No. Name & Address Occupation Gender Age Subjects Discussed I Vijay Kumar Business Male 56 2 Badaru Nalla Business Male 45 1. Wayside amenities 3 Bil Malik Business Male 44 2. Junction improvement 3. Covered drainage 4 Badrup Singh Business Male 59 4. Povisionue 4. Provision of bus shelter 5 Tarsem Singh Business Male 21 5. Provision of parking place 6 Om Prakash Business Male 35 6. Provision of street light 7 Shri Lal Business Male 61 7. Provision of speed breakers, zebra crossing and footpath 8 Sukhdev Singh Business Male 23 adfopt u 8. Protection of existing pipe line (water, 9 Manish Sharma Business Male 44 sewerage, telephone) 10 Bhupender Singh Business Male 51 Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Chabal i) People were informed about the objective of PSRSP and came to know about the project about a month before from the surveys done by our various teams. ii) The highway design may incorporate wayside amenities like, bust stop, pedestrian pathway etc. I -s Consultation at Chabal Final Report V'olume IV-A. Env ironment Assessment and Management Plan (Rehabilitation Component) 2-77 f I I I I i i i i i i I Annexure 2.4 iii) Junction improvement for better traffic flow iv) Chabal is a major market place. The local businessmen requested that parking facilities should be incorporated in the road design. v) Dust generation is an important issue needs to be addressed. vi) Street light facility in the town area is required. vii) Adequate safety measures with road sign should be adopted. viii) Protection of utility pipelines during construction. PC-3: PUBLIC CONSULTATION AT RAJATAL Rajatal is about 200m long on the corridor. Small shops located on both sides at beyond RoW and at about 10m from centerline of road. The consultation carried out with villagers are presented here. PUBLIC CONSULTATION AT RAJATAL - PC-3 Place: Rajatal Date: 18th May 2006 Chainage/km: 30.000 Number of Participants: 4 Time: 11.30 -2.00 PM Table 3: List of Persons During Consultation at Rajatal No. Name & Address Occupation Gender Age Subjects Discussed I Sukhvinder Singh Business Male 50 2 Surender Singh Business Male 56 3 Pratap Singh Farmer Male 41 4 Kulwant Business Male 45 1. Widening of road and provision of wayside 5 Ball Singh Farmer Male 40 amenities Unemploye Male 23 2. Safety provision and accident issues 6 SurJeet d 3. Junction improvement 7 Gur Sahib Fanner Male 47 . Realignment of existing road 8 Baldev Singh Driver Male 36 9 Manjal Singh Business Male 32 10 Gulab Singh Business Male 36 Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Rajatal i) Discussions with the villagers shared the idea that the road needs to be expanded - for better and uninterrupted flow of - traffic. ii) All types of wayside amenities to be provided for passengers. Another major concern among the villagers is provision of off road bus stops and other amenities. iii) People informed that sometimes accident takes place in this corridor. Proper road signs at clear visible Consultation at Rajatal distance and good riding surface can Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-78 --- Annexure 2.4 eliminate the chances to a greater extent. iv) Junction improvement at km 32.200. v) The existing road in Rajatal is tortuous and people wanted for realignment of road for traffic and passenger safety. PC-: 4 PUBLIC CONSULTATION AT ATTARI Attari is a small village about lkm before the end of corridor. Few shops and houses (about 40 -50 numbers) are located beyond RoW at an average distance of about 8 - 9m from center of existing road. As the widening is confined to existing RoW, no impact is anticipated. Infact discussions with local people revealed that expansion of road with proper drainage facility is the only issue that is required at present. The outcome of consultation is presented below. PUBLIC CONSULTATION AT ATTARI - PC-4 Place: Attari Date: 18th May 2006 Chainage/km: 39.200 Number of Participants: 28 Time: 4.00-6.00 PM Table 4: List of Persons During Consultation at Attari No. Address Occupation Gender Age Subjects Discussed I Balvinder Singh Farmer Male 56 2 Vir Singh Farmer Male 32 3 Devender Singh Farmer Male 45 and Singh Farmer Male 34 I . Expansion of road with roadside amenities 4 Rajan Singh Farmer Male 34 2. Road side drainage 5 Principal Singh Farmer Male 58 3. Safety and sign boards 6 Ram Chandra Farmer Male 59 4. Enhancement of cremation ground 7 Hardeep Singh Farmer Male 54 8 Jagdas Singh Farmer Male 61 9 Satnam Singh Farmer Male 49 10 Surjeet Singh Farmer Male 36 Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Attari i) People were explained about the objective of PSRSP and they were informed of the road upgradation project. The proposed expansion/ widening would be restricted within the available RoW. ii) Wayside amenities like bus stop. footpaths etc are required. iii) Provision of roadside drains must be considered. iv) Safety measures like signboards, seed breakers etc. must be provided. v) Enhancement of existing cremation ground. t - SkI X t - * w w ,j .,4 .. C Consultation at Attari Final Report Volume I'-A: Environment Assessntent and Management Plan (Rehabilitation Component) 2-79 Ii i i I i I I Annexure 2.4 PC-1: PUBLIC CONSULTATION AT KAPURTHALA Though Kapurthala is well known for presence of rail coach factory, but the beginning of project road is a small junction and the road is free of encroachment. Presently the road is intermediate lane and the shops are about 15m on RHS and 1Om on LHS. As the widening is only confined to RoW, no impact is anticipated. The list of people participated in consultation process and the issues discussed are presented here. PUBLIC CONSULTATION AT KAPURTHALA - PC-1 Place: Kapurthala Date: 16th December 2005 Chainage/km: 0.900 Number of Participants: 5 Time: 11.00-11.30 AM Table 1: List of Persons During Consultation at Kapurthala No. Name & Address Occupation Gender Age Subjects Discussed I Gurnam Singh Shop owner Male 32 2 Charanjeet Singh Shop owner Male 41 1. Widening process 3 Kamal Singh Mechanic Male 50 2. Increase in business 4 Baldev Singh Mechanic Male 39 3. Footpath and wayside amenities 5 Kripal Singh Mechanic Male 29 Issues Discussed at Kapurthala i) People were informed about objective of - - PSRSP. They were described about the process of widening and proposed W expansion would be confined within the existing RoW. ii) Widening of road will automatically increase in volume of business and, therefore, they anticipate good return in future. . iii) As the width of carriageway is not even 2 lane, people wanted to widen the road for free flow of traffic. Consultation at Kapurthala iv) At present there are no wayside amenities. People wanted bus stops and public conveniences on roadside. Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-80 i i I i I l l Annexure 2.4 PC-2: PUBLIC CONSULTATION AT ATTNAWALI Attnawali is about 7 km ahead of Kapurthala where about 9 roadside huts are located. The residents are migrants from outside in search of employment opportunity. All of them are labourers and satying there since last 2 years. These huts are located about 4m from edge of road and are of thached construction. Consultation with the affected PAPs are recorded and the issues discussed are given below. PUBLIC CONSULTATION AT ATTNAWALI - PC-2 Place: Attnawali Date: 12th May 2006 Chainage/km: 6.700 Number of Participants: 37 Time: 8.30-11.00 AM Table 2: List of Persons During Consultation at Attnawali No. Address Occupation Gender Age Subjects Discussed I Manoj Kumar Agricultural Labourer Male 41 2 Sattan Mehto Agricultural Labourer Male 50 3 Pahalwan Singh Agricultural Labourer Male 61 1. Wayside amenities 4 Sikander Mehto Agricultural Labourer Male 35 2. Adequate assistance for property 5 Sunita Devi Housewife Female 25 3. Employment opportunity 6 Rada Devi Housewife Female 32 4. Restoration and alternate livelihood 7 Gangia Devi Housewife Female 50 5. Alternate housing or full 8 Budhiya Devi Housewife Female 32 compensation at replacement costs 9 Sakhiya Devi Housewife Female 35 10 Kiran Devi Housewife Female 14 Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Attnawali . i) They were made aware of the upcoming . project and the widening criteria. They -a were explained about the process of A J widening and proposed expansion would be confined within the existing RoW. ii) The affected persons wanted to save r their properties if the road design can be v changed. In case this is not possible they wanted adequate assistance towards shifting their structures. 7- - - *- iii) Employment opportunities may be -k created for semi-skilled and skilled labourers during construction stage. iv) They belong to SC community and are # = squatters. As they are poor, requested for i. - any kind of assistance towards their livelihood. 'ii v) Income generation opportunities may be created for them to support livelihood. Consultation with Women and PAPs Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-81 I Annexure 2.4 vi) Consultations with women points out they want complete resettlement & rehabilitation due to the project. PC-3: PUBLIC CONSULTATION AT FATTU DINGA Fattu Dinga is about 15 km ahead of Kapurthala. The RoW is almost free of encroachmnet and consultation with the affected PAPs are recorded and the issues discussed are given below. PUBLIC CONSULTATION AT FATTU DINGA- PC-3 Place: Fattu Dinga Date: 16th December 2005 Chainage/km: 14.700 Number of Participants: 6 Time: 1.00-1.30 PM Table 1: List of Persons During Consultation at Fattu Dinga SN. Namde & Occupation Gender Age Subjects Discussed No. Address I Joginder Singh Shop owner Male 40 -___ 1. Project objective 2 Bagichha Singh Shop owner Male 45 2. Wideng adsenthe 2. Widening and strengthening of road 3 Jimmy Shop owner Male 42 3. Drainage provision 4 Sukhdev Singh Shop owner Male 39 4. Bus stops and other amenities 5. Provision of service road & parking 5 Jeet Singh Shop owner Male 28 facilities 6 Pardeep Singh Shop owner Male 22 Issues Discussed at Fattu Dinga i) People were explained about the _ _ _ _ _ objective of Punjab Road Sector Project . (PSRSP) and they were informed of the road upgradation project. - . ii) They were explained about the process of widening and the proposed expansion would be confined within the existing . RoW.i iii) At present there is no drainage facility as a result during rainy season it becomes difficult to drain the rainwater. iv) Bus shelters, parking facilities and pedestrian facilities should be incorporated in the road design. Consultation at Fattu Dinga v) Provision of service road along settlement area. PC4: PUBLIC CONSULTATION AT MANDBU-MUNDICHHENA Between km 18 - 24 the road is passing on high embankment. At km 20.100 village Mandbu is located on LHS, where a number of housed located at toe of embankment. These houses are mostly of pucca type and are squatters. These people are staying here for about last 25 years, after they were evacuated from 1988 flood from near by village. All of them are labourers or agricultural labourers. These houses are located on toe of the embankment about 12 -14m from the ceter of existing road. Some of the issues raised are discussed here. Final Report loluime IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-82 i i I Ii i I I I i i i Annexure 2.4 PUBLIC CONSULTATION AT MANDBU-MUNDICHHENA - PC-4 Place: Mandbu-Mundichhena Date: 12'h May 2006 Chainage/km: 20.100 Number of Participants: 53 Time: 11.30-2.00 PM Table 4: List of Persons During Consultation at Mandbu-Mundichhena SI. No. Name & Address Occupation Gender Age Subjects Discussed Bahal Singh Agricultural Labourer Male 70 1. Wayside amenities 2 Tara Singh Agricultural Labourer Male 60 2. Mitigation measures to 3 Kulwant Singh Agricultural Labourer Male 55 save houses 4 Surjeet Kaur Housewife Female 35 for school children 5 Som Kaur Housewife Female 27 4. Provision of speed 6 Gurdev Kaur Housewife Female 36 breakers to control the 7 Parmeet Kaur Housewife Female 39 speed of vehicle within the settlement area. 8 Bholy Housewife Female 24 5. Provision of stair-cases 9 Manjeet Kaur Housewife Female 28 from toe of 10 Jasveer Kaur Housewife Female 34 embankment 6. Assistance for shifting 11 Natna Singh Agricultural Labourer Male 36 7. Employment 12 Jagtar Singh Agricultural Labourer Male 50 opportunity Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Mandbu-Mundichhena i) People were explained about the objective of Punjab State Road Sector Project (PSRSP) -- ' ,. -t,G;*t ; I* .: ; s, - a. kma 1A Consultation at Mandbu-Mundichhena and widening would be confined to the existing RoW. ii) Appropriate mitigation measures may be taken and the houses may be saved. A retaining wall may be proposed at end of embankment to save these properties. The right side of the corridor is devoid of any structures and has little space. If the design can be shifted to RHS, these houses may be saved as a part of good engineering measure. iii) Villagers demanded footpath for school children as they travel for about 2 km long distance. Final Report Voluime IV-A. Environment Assessment and Management Plan (Reh,abilitation Component) 2-83 Annexure 2.4 iv) Provision of speed breakers, so that the high speed approaching vehicles will be slowed down in settlement area. v) As the embankment height is high, villagers want a stair case to their houses from top of the road. vi) Assistance to all affected people. vii) Employment opportunities may be generated for semi-skilled and skilled labourers during road construction. PC-5: PUBLIC CONSULTATION AT FATEHBAD Fatehbad is a Notified Area Council (NAC) with average RoW of about 12-16m. Most places RoW is free of encroachments clear space is available for widening. Few (about 18) mobile shops (ambulatory units) and parking is market in the town area. The road is in a very bad condition without blacktop and dust generates with every passing vehicle. The issues discussed are as follows. PUBLIC CONSULTATION AT FATEHBAD - PC-5 Place: Fatehbad Date: 16th December 2005 Chainage/km: 30.300 Number of Participants: 7 Time: 3.30 - 4.00 PM Table 5: List of Persons During Consultation at Fatehbad Sl. No. Name & Address Occupation Gender Age Subjects Discussed Satpal Singh Service Male 55 2 Sukhwinder Singh Shop owner Male 52 2. Provision of footpath, 3 Charanjeet Singh Shop owner Male 38 drain and bus stop 4 Kawal Singh Shop owner Male 42 3. Dust suppression 5 Jodh Singh Shop owner Male 38 4. Provision of street 6 Jagjit Singh Shop owner Male 40 light _______ 5. Safety provision 7 Harjit Singh Shop owner Male 46 Issues Discussed at Fatehbad - i) People were informed about the objective of PSRSP and came to know about the project ' about a month before from the surveys done by - , our various teams. . . ii) Fatehbad is a major market place. The local businessmen requested that parking facilities, and service roads should be incorporated in the road design. Consultation at Fatehbad iii) Further the highway design may incorporate wayside amenities like, bust stop, pedestrian pathway etc. for safety of passengers. iv) Dust generation is an important issue needs to be addressed. Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-84 i i i ii i i I i I I I I I i I I I i I Annexure 2.4 v) Street light facility in the town area is required. vi) Adequate safety measures with road signage should be adopted. PC-6: PUBLIC CONSULTATION AT NARANGABAD Narangabad is a small settlement spreads along the corridor between km 42.000 to km 42.600. Houses are situated at an average distance of about 6m from the existing road centerline. There are about 70-100 houses along the road facing each other in a linear manner. The outcome of consultation is presented below. PUBLIC CONSULTATION AT NARANGABAD - PC-6 Place: Narangabad Date: 16th December 2005 Chainage/km: 42.400 Number of Participants: 7 Time: 4.30-5.45 PM Table 6: List of Persons During Consultation at Narangabad Sl. No. Name & Address Occupation Gender Age Subjects Discussed Harbajan Singh Shop owner Male 35 2 Kundan Singh Shop owner Male 30 3 Gurpreet Singh Student Male 15 1. Expansion of road 4 Sukhvinder Singh Shop owner Male 24 2. Road side drainage 3. Employment provision 5 Kuldeep Singh Shop owner Male 29 4. Safety arrangement 6 Nishan Singh Shop owner Male 28 7 Tarlok Sigh Shop owner Male 38 Issues Discussed at Narangabad i) The villagers were informed of the road * upgradation project. They were explained that the widening would be restricted - I within the available RoW. ; ii) Drainage was one of the common issues - raised by the villagers during meeting. Though a narrow drain is exists on RHS, i but because of its bad condition it has i i become non functional. People were anxious about the storm water drainage. iii) Generation of skilled or unskilled employment during construction. vii) Adequate safety measures with road Consultation at Narangabad signage should be adopted. PC-1: PUBLIC CONSULTATION AT DHARMKOTE The project road (SH - 20) originates from Dharmkote, an important intersection (junction of NH 71). The settlement is spotted with few Eucalyptus trees on both sides and the shops are located Final Repor t Volume IV-A:. Environment Assessment and Management Plan (Rehabilitatio,i Component) 2-85 I. I i l I i i Annexure 2.4 beyond RoW. About 8 -9m clear space is available, which is sifficient for the proposed widening. The existing carriageway is about 5.5m and the town extends about 1.5 kms along road. There are no encroachments but about 5 mobile units (ambulatory shops) are scattered near the junction with NH 71. Consultation carried with the shop owners revealed the following issues related to the locality. PUBLIC CONSULTATION AT DHARMKOTE - PC-1 Place: Dharmkote Date: 15'h December 2005 Chainage/km: 0.100 Number of Participants: 9 Time: 11.00-11 .30 AM Table 1: List of Persons During Consultation at Dharmkote SI. No. Name & Address Occupation Gender Age Subjects Discussed Gurdev Kumar Shop owner Male 43 2 Nishter Singh Shop owner Male 38 1. Road widening 3 Avtar Singh Shop owner Male 47 process 4 Harpreet Singh Shop owner Male 33 2. Bus stop and other amenities in urban 5 Sukhveer Singh Shop owner Male 39 areas 6 Sukhwinder Singh Shop owner Male 41 3. Discharge of storm 7 Kawarjeet Singh Shop owner Male 39 water Suchha Singh Shop owner Male 42 4. Safety provision 9 Balwinder Singh Shop owner Male 32 Issues Discussed at Dharmkote i) People were informed about the objective of PSRSP and came to know about the project about a month before from the surveys done by our various teams. They ,. , understood the process of widening and expansion will be confined within the A existing RoW. No additional land would t ' ii) People shared the issue of storm water discharge in the town. The town has a drainage system (the drain is about 3ft deep and 2ft wide), which may not be . -. . adequate to drain the water during rainy Consultation at Dharamkote season. Presently the level of road and the drain is not justified, because of which the water accumulates on road. iii) Dharamkote market does not have a single bus stop and other amenities. People wait on the road for getting a bus and thereby making congestion and obstruction to the traffic. Wayside amenities like bus stop, footpaths etc. are required. iv) Proper safety measures like road signing or signboards should be adopted. PC-2: PUBLIC CONSULTATION AT KOT ISE KHAN Final Report Volume IV-A:- Environment Assessment and Management Plan (Rehabilitation Component) 2-86 I I i i iI i I I i I i I i Annexure 2.4 Kot Ise Khan is an old town and the name bears historical background. Many shops and residential structures have developed on both sides of the corridor. Most of these are of pucca structures. Few Eucalyptus trees are present on both sides and the road at an average distance of about 4m from edge of carriageway. About 8 -9m clear space is available, which is sifficient for the proposed widening. Discussions made with the shop owners and taxi union is discussed here. PUBLIC CONSULTATION AT KOT ISE KHAN - PC-2 Place: Kot Ise Khan Date: 13th May 2006 Chainage/km: 12.000 Number of Participants: 20 Time: 1.00-3.30 PM Table 2: List of Persons During Consultation at Kot Ise Khan S1. No. Name & Address Occupation Gender Age Subjects Discussed I Ashok Thakur Business Male 50 1. Bus stop and other 2 Yaspal Ghulati Business Male 45 amenities Jaswinder Singh Business Male 55 2. Provision of signboard, street light for road safety Raghubir Singh Business Male 55 3. Drainage provision 5 Kripal Singh Business Male 60 4. Parking facilities 6 Om Prakash Business Male 50 5. Junction improvement & 7 Vikas Goba Business Male 22 beautification 6. Height of road at existing 8 Mohamn ad Isa Business Male 30 level should be maintained 9 Moninder Pal Business Male 37 7. Tree plantation in market 10 Bagacha Singh Business Male 45 area Note: Details of list of participants are given in Annexure 3.2 Issues Discussed at Kot Ise Khan i) People were informed about the objective of PSRSP and came to know about the project about a month before from the surveys done by our various teams. No land acquisition is involved in this project and the road expansion will be confined within the existing RoW. ii) Wayside amenities like bus stop, footpaths, toilets and drinking water facilities are required. Though there is an existing bus stop on either side, but because of its dilapidated condition presently the people are not using it. iii) This town does not have proper drainage facility as a result during rainy season it becomes difficult to drain the rainwater. People were apprehensive about storm water drainage. They expected the project to improve the existing situation. iv) Provision of parking space and safety measures like road signing and signboards should be displayed at with proper visibility. v) Kote Ise Khan is a five-armed junction connecting to important places. As the project will bring good connectivity, people wanted the project may improve the junction and bring visual beauty. Anticipates increased business in future due to increase in road traffic. Final Report Volume IV-A. En vironment Assessment and Management Plan (Rehabilitation Component) 2-87 I I i I I iI I I Annexure 2.4 . . - Consultation at Kot Ise Khan vi) People were anxious to know about the height of road should be maintained at the existing level, otherwise the roadside shops and residences will have drainage problem. vii) Provision of tree within market area. PC-3: PUBLIC CONSULTATION AT ZIRA Zira town is a taluka H.Q. comes under Firozpur district. There are approximately 500 shops located on both sides beyond RoW. However, the town is made four-lane configuration from km 24 to km24.300. At end of four-laning about 300m long stretch (km 24.300 to km 24.600) has been identified as bottleneck. This part (300m stretch) has about 6 -7m available space for widening and about 200 shops. In addition to this there are about 25 mobile vendors operate their daily business. All the structures are of pucca construction and are multistoried buildings. After Zira bus stand (km 24.600, the junction with NH 15) the available RoW is about 25m. The road here is only single lane and adequate space is available on both sides for expansion. Some of the issues discussed here are as follows. PUBLIC CONSULTATION AT ZIRA - PC-3 Place: Zira Date: 13th May 2006 Chainage/km: 24.800 Number of Participants: 23 Time: 9.00-12.30 PM Table 3: List of Persons During Consultation at Zira Si. Name & Address Occupation Gender Age Subjects Discussed No. I Pankaj Singh Business Male 56 1. Bus stop and other 2 Bhan Singh Business Male 42 amenities 3 Amandeep Singh Business Male 43 2. Provision of signboard, 4 Rajender Kumar Singh Business Male 59 street light for road safety ___ Ratan_Singh_Business_Male - 3. Provision of storn water 5 Ratan Singh Business Male 31 drainage 6 Babvinder Singh Business Male 44 4. One way traffic between 7 Balvinder Singh Business Male 29 km 24.300 to km 24.600 8 Pradeep Singh Business Male 56 5. Enhancement of Shivalaya 9 Harish Business Male 39 temple and park 10 Balwant Rai Business Male 63 6. Provision of bypass Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-88 i i i I I I I i I i i I i Annexure 2.4 Issues Discussed at Zira i) People were informed about the objective of PSRSP and came to know about the project about a month before from the surveys done by , our various teams. ii) The community bring out issues, which are important in their daily activities, for ex. wayside amenities like bus stop, street light, drainage facilities etc are required. iii) People recounted a number of events in recent past, when somebody or other in the village was seriously / fatally injured. Provision of safety ViewofZiratownkm24.3tokm24.6 measures like road signing and signboards should be displayed at with proper visibility. According to the people, better surface and .. junction designs would only help vehicles - . *'* zooming through the villages. iv) This town does not have proper drainage facility. At present the existing drain is in -__ dilapidated stage as a result during rainy _ , ; season water overflows on road. They expected the project to improve the existing situation. v) One way traffic between km 24.300 to km 24.600, as this is heavily built-up area vi) Enhancement of Shivalaya temple and a park in Dhuri town limit vii) During the public consultation at Zira, people A k insisted there is a need for bypass for the settlement. This would ameliorate free flow of r traffic and the intemal road can be used by the J local traffic. However, as this is a rehabilitation road bypass is avoided and one- Consultation at Zira Town way traffic is proposed. PC-4: PUBLIC CONSULTATION AT SHARKHAN WALA Sharkhan Wala is a small settlement, where few shops and houses are located beyond RoW at an average distance of about 10m from center of existing road. As the widening is confined to existing RoW, no impact is anticipated. Infact discussions with local people revealed that expansion of road is the only issue that is required for the villagers. However, in addition to this some other issues discussed are provision of bus stop and other wayside amenities. Some of the issues recorded are discussed here. PUBLIC CONSULTATION AT SHARKHAN WALA - PC-4 Place: Sharkhan Wala Date: 15th December 2005 Chainage/km: 48.100 Number of Participants: 4 Time: 2.30-3.00 PM Final Report Vohotne IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-89 i i I I i i v I I I I I I I I i I Annexure 2.4 Table 4: List of Persons During Consultation at Sharkhan Wala Si. No. Name & Address Occupation Gender Age Subjects Discussed I Kulwinder Singh Shop owner Male 35 1. Widening process 2 Dhayan Singh Shop owner Male 32 2. Wayside amenities 3 Jaspal Singh Resident Male 19 3. Safety aspects Male 18 4. Parking facility 5. Road improvement 4 Gurjeet Singh Student within available RoW Issues Discussed at Sharkhan Wala i) The villagers were informed of the road upgradation project. ii) The widening should be restricted within the available RoW, so that there will be no - , impact on the people and their livelihood. iii) Wayside amenities like bus stop, drainage facilities etc are required. i iv) Provision of parking space and safety measures like road signing and signboards should be displayed at with proper Consultation at Sharkhan Wala visibility.CoslainaShranWa Final Report Volitme I V-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-90 I I I T l | Annexure 2.4 PC-5: PUBLIC CONSULTATION AT FEROZPUR | Though Ferozpur is district H.Q. but the linear extent of settlements along this route is not very dense. All the houses and shops are located beyond RoW and this part of stretch is practically free of encumbrances. No major impacts are likely to be anticipated. Some of the issues recorded are I discussed here. 3 PUBLIC CONSULTATION AT FEROZPUR - PC-5 Place: Firozpur Date: 15th December 2005 Chainage/km: 58.200 Number of Participants: 7 Time: 3.30-4.00 PM R s Table 5: List of Persons During Consultation at Ferozpur No. Name & Address Occupation Gender Age Subjects Discussed Rajesh Shop owner Male 33 2 Dilwar Singh Shop owner Male 35 3 Kawal Singh Shop owner Male 25 1. Widening process 4 Rahul Shop owner Male 19 2. Wayside amenities 5 Mahendra Shop owner Male 26 3. Safety aspects 6 Sukhbir Singh Shop owner Male 33 7 Surjeet Singh Resident Male 31 3 Issues Discussed at Ferozpur i) People were explained about the objective .;p of PSRSP and they were informed of the IL road upgradation project. The proposed expansion/ widening would be restricted . within the available RoW. ii) Wayside amenities like bus stop, drainage - ' facilities etc are required. iii) Proper safety measures like road signing or Isignboards should be adopted. Consultation at Ferozpur l l I Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 2-91 l I I I I I Annexure 2.4 LIST OF ATTENDEES DURING PUBLIC CONSULTATION PC-2: PUBLIC CONSULTATION AT LANDRAN PUBLIC CONSULTATION AT LANDRAN - PC-2 Place: Landran Date: 14th May 2006 Chainage/km: 14.600 Number of Participants: 57 Time: 10.00 AM-1.00 PM Table 2: List of Persons During Consultation at LANDRAN S1. No. Name & Address Occupation Gender Age Issue Discussed I Prashan Singh Fanner Male 82 Presented in 2 Sudha Singh Pensioner Male 60 Annexure 3.1 3 Pramjit Singh Shop Owner Male 37 4 . Service Male 45 4 Nirpal Smngh (Sweeper) 5 Palbir Singh President Male 90 5 Palbi SinghGurudwara _ _ 6 Pravinder Singh Shop Keeper Male 33 (Tenant) 7 Shop Keeper Male 30 7 Harbhag Singh (Owner) 8 Pal Singh Farmer Male 65 9 Jastar Singh Farmer Male 36 10 Ganwant Singh Service Male 53 11 Charanjit Singh Shop Keeper Male 30 (Tenant) 12 Naresh Kumar Shop Keeper Male 40 (Tenant) 13 Pravider Singh Farmer Male 25 Scooter Male 33 14 Surmukh Khan Mechanic (Tenant) 15 Rspinder Pal Hair Dresser Male 30 (Baby) (Tenant) 16 Ajit Singh JE (PWD) Male 57 17 Hardayal Singh JE (PWD) Male 43 18 R K Gupta AE (PWD) Male 45 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-92 Annexure 2.4 SI. No. Name & Address Occupation Gender Age Issue Discussed 19 Naresh Sharma AE (PWD) Male 39 20 Karamjit Singh Welding Male 45 Kh.Environment Male 26 21 Kh. and Social .Khabilongtshup Expert 22 B S Chauhan AE (PWD) Male 53 23 Gurudev Singh Garanthi Male 42 Garanthi Garanthi 24 Gurudayal Singh Pensioner Male 80 Motor Male 35 25 Avtar Singh Mechanic 26 Swam Singh Car Repair Male 38 27 Rajender Singh Farmer Male 54 28 Barshdeep SDE (PWD) Male 36 29 N C Ramola SDE (PWD) Male 52 30 Balkar Singh JE (PWD) Male 51 31 Gurudev Singh Owner (Shop) Male 60 32 Balvinder Singh Driver Male 45 33 Natua Singh Pensioner Male 72 34 Bindhi Singh Driver Male 50 35 Prithvi Singh Pensioner Male 57 36 Sukhdev Singh Tailor (Owner) Male 35 . Sweet Maker Male 42 37 Kashmini Lal (Tenant) Auto Male 40 38 Mohan Lal (Residence) 39 Gurmit Singh Owner (Shop) Male 29 40 Lakhvir Singh Service Male 46 4 . Shop Keeper Male 45 41 Balvinder Sigh (Tenant) 42 Mohan Singh Shop Keeper Male 40 (Tenant) 43 Jagtar Singh Khokha Male 22 44 Shop Keeper Male 35 4 Harnek Singh (Tenant) .45 Shop Keeper Male 35 45 Bhupender Singh (Tenant) 46 Manjit Singh Shop Keeper Male 35 46 Majit ingh(Tenant) 47 Kavinder Singh Tailor (Tenant) Male 23 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-93 I i i Annexure 2.4 PC-4: PUBLIC CONSULTATION AT CHUNNI PUBLIC CONSULTATION AT CHUNNI - PC-4 Place: Chunni Date: 14th May 2006 Chainage/km: 25.300 Number of Participants: 44 Time: 5.00 - 7.00 PM Table 4: List of Persons During Consultation at Chunni SI. No. Name & Address Occupation Gender Age Issue Discussed 3 Mahender Singh Farmer Male 75 Presented in 2 Amit Kapoor Shop Male 32 Annexure 3.1 3 Dinesh Kumar Shop Male 21 Baljit Singh Farmer Male 34 Namberdar 5 Rakesh Kumar Shop Male 42 6 Prithvi Singh Farmer Male 35 7 Sukhvinder Singh Farmer Male 22 8 Satwant Singh Student Male 18 9 Sulakhan Singh Farmer Male 24 10 Gurpreet Singh Farmer Male 22 11 Naresh Sharma AE (PWD) Male 32 12 Suresh Kumar SDO (PWD) Male 39 13 Amrikh Singh (Ex- Farmer Male 48 Panch) 14 Balbir Singh Politician Male 60 ____ ___ (Sarpanch)_ _ _ _ _ _ _ _ _ 15 Arjun Singh Farmer Male 65 16 Dharam Singh Service Male 56 Namberdar 17 Mahender Singh Farmer Male 76 18 Mahender Singh Farmer Male 64 19 Bhajan Singh Farmer Male 75 20 Kuldeep Singh Farmer Male 36 21 Gumam Singh Farmer Male 60 22 Balbir Singh Farmer Male 55 23 Ram Murthi Shop Male 58 24 Ram Singh Shop Male 50 25 Shamsher Singh Shop Male 46 26 Babu Singh Shop Male 80 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-94 I I j Annexure 2.4 Si. No. Name & Address Occupation Gender Age Issue Discussed 27 Tasvinder Singh Shop Male 43 28 Lakhvinder Puller Male 32 29 Amar Singh Farmer Male 55 30 Kala Singh Farmer Male 23 31 Gurmukh Singh Service (Pvt.) Male 65 32 Harchand Singh Service Male 57 33 Ranjit Singh Labour Male 60 34 Trilochan Singh Farmer Male 38 35 Pal Singh Farmer Male 60 36 Swam Singh Service Male 50 37 Sukhvinder Singh Shop Male 32 38 Harbans Singh Shop Male 38 39 Harvinder Singh Farmner Male 46 40 Gurbachan Singh Farmer Male 65 Namberdar 41 Ajmer Singh Ex-Serviceman Male 55 42 Harjinder Singh Shop Male 48 43 Mewa Singh Farmer Male 70 Kh Environment Male 26 44 . h and Social Khabilongtshup Expert, PRBDB Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-95 Annexure 2.4 PC-2: PUBLIC CONSULTATION AT SILKIANA VILLAGE PUBLIC CONSULTATION AT SILKIANA - PC-2 Place: Silkiana DATE: 15th May 2006 CHAINAGE/KM: 11.200 Number of Participants: 28 Time: 10.00 - 12.30 Table 2: List of Persons During Consultation at Silkiana SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Hari Ram Agr. Labour Male 48 2 Ram Kishan Business Male 68 3 Ratna Farmer Male 70 4 Harpal Singh Farmer Male 47 5 Pyara Singh Farmer Male 60 6 Bhupender Singh Service Male 45 7 Pulla Singh Farmer Male 70 8 Paja Ram Farmer Male 51 9 Ajit Singh Farmer Male 45 10 Trisem Singh Farmer Male 60 11 Laxman Labour Male 45 12 Chanchal Farmer Male 70 13 Bachna Farmer Male 68 14 Sagar Sahib Farmer Male 30 Presented in Annexure 15 Chunderpal Labour Male 45 3.1 16 Somnath Labour Male 45 17 Bohadan Singh Agr. Labour Male 55 18 Tarsem Singh Unemployed Male 65 19 Chanchal Singh Farmer Male 70 20 Sarvan Singh Farmer Male 65 21 Surender Kaur Housewife Female 44 22 Harbans Kaur Housewife Female 55 23 Chindu Kaur Housewife Female 50 24 Pyari Housewife Female 52 25 Kashmir Kaur Housewife Female 40 26 Charan Kaur Housewife Female 70 27 Pragasu Housewife Female 60 28 Naseebo Housewife Female 68 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-96 I Annexure 2.4 PC-2: PUBLIC CONSULTATION AT CHHABL TOWN PUBLIC CONSULTATION AT CHABAL - PC-2 Place: Chabal Date: 18th May 2006 Chainage/km: 13.300 Number of Participants: 30 Time: 9.00 - 11.00 PM Table 2: List of Persons During Consultation at Chabal SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Vijay Kumar Business Male 56 Presented in 2 Badaru Nalla Business Male 45 Annexure 3.1 3 Bil Malik Business Male 44 4 Badrup Singh Business Male 59 5 Tarsem Singh Business Male 21 6 Om Prakash Business Male 35 7 Shri Lal Business Male 61 8 Sukhdev Singh Business Male 23 9 Manish Sharma Business Male 44 10 Bhupender Singh Business Male 51 11 Baljit Singh Business Male 47 12 Than Singh Business Male 51 13 Barinder Singh Business Male 49 14 Ramesh Kumar Business Male 33 15 Harjeet Singh Business Male 31 16 Jogender Singh Business Male 6 17 Balwinder Singh Business Male 41 18 Surender Singh Business Male 29 19 Narinder Singh Business Male 21 20 Paramjeet Singh Business Male 32 21 Amardeep Singh Business Male 39 22 Subhash Chand Business Male 28 23 Ravinder Kumar Business Male 37 24 Gurdeep Singh Business Male 47 25 Abhay Singh Business Male 30 26 Trisem Lal Business Male 44 27 Sandeep Kumar Business Male 38 28 Kulmant Singh Business Male 41 29 Sarwan Singh Business Male 29 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-97 Annexure 2.4 | 30 KS Ghai Business Male 42 PC-3: PUBLIC CONSULTATION AT RAJATAL PUBLIC CONSULTATION AT RAJATAL - PC-3 I Place: Rajatal Date: 18th May 2006 Chainage/km: 30.000 Number of Participants: 26 Time: 11.30 -2.00 PM Table 3: List of Persons During Consultation at Rajatal SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Sukhvinder Singh Business Male 50 Presented in 2 Surender Singh Business Male 56 Annexure 3.1 3 Pratap Singh Farmer Male 41 4 Kulwant Business Male 45 5 Ball Singh Fanner Male 40 6 Surjeet Unemployed Male 23 7 Gur Sahib Farmer Male 47 8 Baldev Singh Driver Male 36 9 Manjal Singh Business Male 32 10 Gulab Singh Business Male 36 11 Kabal Singh Business Male 35 12 Magender Singh Business Male 32 13 Gurmit Singh Business Male 38 14 Bimla Devi (WHH) Business Female 40 15 Bajar Singh Farmer Male 45 16 Amrat Singh Farmer Male 39 17 Dilbag Singh Business Male 25 18 Hardev Singh Farmer Male 44 19 Puramjit Singh Business Male 35 20 Charan Singh Labour Male 35 21 Jagdish Chand Farmer Male 39 22 Hardeep Singh Student Male 12 23 Harpeet Singh Student Male 10 24 Hardev Singh Farmer Male 33 25 Karan Singh Student Male 19 26 Dr. Lal Singh Service Male 41 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-98 I I Annexure 2.4 PC-: 4 PUBLIC CONSULTATION AT ATARI PUBLIC CONSULTATION AT ATTARI - PC-4 Place: Attari Date: 18th May 2006 Chainage/km: 39.200 Number of Participants: 28 Time: 4.00-6.00 PM Table 4: List of Persons During Consultation at Attari S1. No. Name & Address Occupation Gender Age Issue Discussed 1 Balvinder Singh Farmer Male 56 Presented in 2 Vir Singh Farmer Male 32 Annexure 3 Devender Singh Farmer Male 45 4 Rajan Singh Farmer Male 34 5 Principal Singh Farmer Male 58 6 Ram Chandra Farmer Male 59 7 Hardeep Singh Farmer Male 54 8 Jagdas Singh Farmer Male 61 9 Satnam Singh Farmer Male 49 10 Surjeet Singh Farmer Male 36 11 Savinder Singh Farmer Male 51 12 Jageer Singh Farmer Male 60 13 Balvinder Singh Farmer Male 66 14 Arjun Singh Farmer Male 42 15 Saabjeet Kaur Housewife Female 45 16 Ashu Kaur Housewife Female 42 17 Gyan Kaur Housewife Female 35 18 Sanj it Kaur Housewife Female 60 19 Kashmir Kaur Housewife Female 44 20 Harjinder Kaur Housewife Female 32 21 Balvinder Kaur Housewife Female 41 22 Ninder Kaur Housewife Female 39 23 Jaginder Kaur Housewife Female 40 24 Charan Kaur Housewife Female 43 25 Sham Singh Farmer Male 60 26 Ashok Kumar Farmer Male 44 27 Nandi Lal Farmer Male 51 28 Manish Kumar Farmer Male 56 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-99 Annexure 2.4 PC-2: PUBLIC CONSULTATION AT ATTNAWALI PUBLIC CONSULTATION AT ATTNAWALI - PC-2 Place: Attnawali Date: 12th May 2006 Chainage/km: 6.700 Number of Participants: 37 Time: 8.30-11.00 AM Table 2: List of Persons During Consultation at Attnawali SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Manoj Kumar Agricultural Labourer Male 41 Presented in 2 Sattan Mehto Agricultural Labourer Male 50 Annexure 3.1 3 Pahalwan Singh Agricultural Labourer Male 61 4 Sikander Mehto Agricultural Labourer Male 35 5 Kamal Das Mehto Agricultural Labourer Male 45 6 Sunita Devi Housewife Female 25 7 Rada Devi Housewife Female 32 8 Gangia Devi Housewife Female 50 9 Budhiya Devi Housewife Female 32 10 Sakhiya Devi Housewife Female 35 11 Kiran Devi Housewife Female 14 12 Suguiya Devi Housewife Female 43 13 Puinya Devi Housewife Female 24 14 Santi Devi Housewife Female 40 15 Radia Devi Housewife Female 28 16 Sarsatiya Devi Housewife Female 29 17 Dukhiya Devi Housewife Female 48 18 Kiran Devi Housewife Female 32 19 Phagudi Devi Housewife Female 40 20 Narujdo Nishan Housewife Female 60 21 Pamati Housewife Female 31 22 Sumitra Devi Housewife Female 38 23 Sanju Devi Housewife Female 40 24 Reema Devi Housewife Female 22 25 Phoolo Devi Housewife Female 30 26 Dukhiya Devi Housewife Female 48 Hari Chand .Male 65 27 P Agricultural Labourer Paswan Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-100 Annexure 2.4 SI. No. Name & Address Occupation Gender Age Issue Discussed 28 Upender Das Agricultural Labourer Male 30 29 Mohamad Kudus Agricultural Labourer Male 45 30 Sheikh Salauddin Agricultural Labourer Male 40 31 Ashok Mehto Agricultural Labourer Male 28 32 Kailash Mehto Agricultural Labourer Male 35 33 Shanker Mehto Agricultural Labourer Male 45 34 Sarthal Mehto Agricultural Labourer Male 50 35 Vishnu Dev Mehto Agricultural Labourer Male 44 36 Sahdev Mehto Agricultural Labourer Male 36 37 Kuldev Mehto Agricultural Labourer Male 30 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-101 I 1 Annexure 2.4 PC-4: PUBLIC CONSULTATION AT MANDBU-MUNDICHHENA PUBLIC CONSULTATION AT MANDBU-MUNDICHHENA - PC-4 Place: Mandbu-Mundichhena Date: 12th May 2006 Chainage/km: 20.100 Number of Participants: 53 Time: 11.30-2.00 PM Table 4: List of Persons During Consultation at Mandbu-Mundichhena SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Bahal Singh Agricultural Labourer Male 70 Presented in 2 Tara Singh Agricultural Labourer Male 60 Annexure 3.1 3 Kulwant Singh Agricultural Labourer Male 55 4 Mahender Singh Agricultural Labourer Male 35 5 Harsingh Agricultural Labourer Male 65 6 Puran Singh Agricultural Labourer Male 30 7 Jogender Singh Agricultural Labourer Male 65 8 Paramjit Singh Agricultural Labourer Male 20 9 Mahender Singh Agricultural Labourer Male 65 10 Jit Singh Agricultural Labourer Male 65 11 Kashmir Singh Agricultural Labourer Male 60 12 Natna Singh Agricultural Labourer Male 36 13 Jagtar Singh Agricultural Labourer Male 50 14 Chand Singh Agricultural Labourer Male 50 15 Bagicha Singh Agricultural Labourer Male 50 16 Teja Singh Agricultural Labourer Male 60 17 Gurmeet Singh Agricultural Labourer Male 40 18 Karnal Singh Agricultural Labourer Male 42 19 Jaswinder Singh Agricultural Labourer Male 36 20 Wazir Singh Agricultural Labourer Male 40 21 Balkar Singh Agricultural Labourer Male 25 22 Surjit Singh Agricultural Labourer Male 35 23 Mohan Singh Agricultural Labourer Male 40 24 Deshraj Agricultural Labourer Male 18 25 Surjeet Kaur Housewife Female 35 26 Som Kaur Housewife Female 27 27 Gurdev Kaur Housewife Female 36 28 Parmeet Kaur Housewife Female 39 29 B holy Housewife Female 24 30 Manjeet Kaur Housewife Female 28 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-102 i Annexure 2.4 St. No. Name & Address Occupation Gender Age Issue Discussed 31 Jasveer Kaur Housewife Female 34 32 Sinder Kaur Housewife Female 33 33 Asha Housewife Female 30 34 Jangir Kaur Housewife Female 36 35 Jamal Kaur Housewife Female 34 36 Mandir Kaur Housewife Female 25 37 Kaur Bia Housewife Female 28 38 Minder Kaur Housewife Female 32 39 Manjit Kaur Housewife Female 23 40 Mahinder Kaur Housewife Female 38 41 Prakash Kaur Housewife Female 33 42 Bahuminder Kaur Housewife Female 27 43 Parmeet Kaur Housewife Female 24 44 Simter Kaur Housewife Female 31 45 Parkash Kaur Housewife Female 23 46 Lashmo Bia Housewife Female 33 47 Preetam Kaur Housewife Female 41 48 Gurdev Kaur Housewife Female 34 49 Kartar Kaur Housewife Female 47 50 Paramjeet Kaur Housewife Female 35 51 Minder Kaur Housewife Female 37 52 Jaginder Kaur Housewife Female 41 53 Gurnam Kaur Housewife Female 33 Final Repor-t Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-103 I Annexure 2.4 P P ICI ONUlLTATIO T T KH AN PC-2: PUBLIC CONSULTATION AT KOT ISE KHAN I PUBLIC CONSULTATION AT KOT ISE KHAN - PC-2 Place: Kot Ise Khan Date: 13'h May 2006 Chainage/km: 12.000 Number of Participants: 20 Time: 1.00-3.30 PM Table 2: List of Persons During Consultation at Kot Ise Khan SI. No. Name & Address Occupation Gender Age Issue Discussed 1 Ashok Thakur Business Male 50 Presented in 2 Yaspal Ghulati Business Male 45 Annexure 3.1 3 Jaswinder Singh Business Male 55 4 Raghubir Singh Business Male 55 5 Kripal Singh Business Male 60 6 Om Prakash Business Male 50 7 Vikas Goba Business Male 22 8 Mohammad Isa Business Male 30 Ansaan 9 Moninder Pal Business Male 37 10 Bagacha Singh Business Male 45 11 Avtar Singh Business 23 12 Charamjit Pal Business 24 13 Jasminder Business 30 14 Surjit Singh Business Male 59 15 Krishan Singh Service Male 44 16 Inderjeet Singh Business Male 31 17 Parveen Kumar AEE, PRBDB Male 40 18 Jasbir Kaur Housewife Female 34 19 Amarpreet Kaur Housewife Female 32 20 Sarabjeet Housewife Female 39 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-104 Annexure 2.4 PC-3: PUBLIC CONSULTATION AT ZIRA PUBLIC CONSULTATION AT ZIRA - PC-3 Place: Zira Date: 13th May 2006 Chainage/km: 24.800 Number of Participants: 23 Time: 9.00-12.30 PM Table 3: List of Persons During Consultation at Zira Si. No. Name & Address Occupation Gender Age Issue Discussed 1 Pankaj Singh Business Male 56 Presented in 2 Bhan Singh Business Male 42 Annexure 3.1 3 Amandeep Singh Business Male 43 4 Rajender Kumar Business Male 59 Singh 5 Ratan Singh Business Male 31 6 Babvinder Singh Business Male 44 7 Balvinder Singh Business Male 29 8 Pradeep Singh Business Male 56 9 Harish Business Male 39 10 Balwant Rai Business Male 63 11 Rakesh Kumar Business Male 25 12 Gulshan Kumar Business Male 26 13 Ramesh Sethi Business Male 59 14 Chand Lal Business Male 52 15 Sandeep Business Male 40 16 Sohan Singh Satija Business Male 56 17 Vijay Kumar Business Male 53 Dhawan 18 Haridas Chauhan Business Male 58 19 Satnam Singh Business Male 42 Advocate 20 Ved Prakash Business Male 49 Kakkar Business 21 Ashok Kumar Business Male 52 22 Surender Kumar Business Male 42 23 Dharam Pal Business Male 31 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 2-105 i I I m - - - m m-- - -m Annexure-3. 1 List of Silt Fencing Locations Si. Chiae(m ie Distance from C/L LoainPhotograph of No. Name of Road Type Chainage (kin) Side (inm Location Silt Fencing Chandingarh-Landran- Pond 12.800 Left 8 Lakhnaur Chuni-Sirhind Road Pond 40.700 Left 6 Atte Wala Pond 24.300 Right 7 Mahal Kurd 2 Nagar-Aur-Rahon Road Pond 25.100 Right 7 Garcha Village Pond 25.850 Left 6 Garcha Village Tarn Paran Chabal- Pond 12.100 Left 8 Chabal Village Attari Road Pond 13.100 Left 9 Chabal Village Pond 13.500 Left 6 Ratoda Village 4 Kapurthala-Tarn Taran I -- Road Pond 18.300 Right 8 Mundi More Village : Pond 16.700 Left 8 Talwandi Jalle khan village Dharamkot-Zira- - Ferozepur Road Pond 18.000 Left 13 Talwandi Mande Khan Pond 19.800 Right 13 Sukhwala Village Pond 26.800 Left 13 Gadriwala Village Final Report Volume IV-A: Environment Assessment and Management Plan (Roads Rehabilitation) 3-1 Annexture 3.2 Abstract of Chandigarh - Landran - Chuni - Sirhind Road Drainage Design Chw.' 1 Si sld.ope.1 e - A Beffl ~ev i-,al of droi Toal Convyanc Mrnedngs C.,aonvyDente CD Stroctor. DhO i ro T Lengh Av. Slope Dinh Ig q a Type of DraIn Veocity Coefficienft Available Slpw cul9Width Depth Remarks sre (Kr)u(n (Ka) P-MI 0.1 r (SO) (Del40.ltn rMT _____________ Brick Masonr Lined Rectangular Drain T ye3alf3b for Urban or Semi- Urban Area SMLTDiType 2i~maone Stone Masonry Lined Tropeaolda1 Dmain OMLRD(3b mitth Footiparth). mseans Brick Masonry Lined Resangotuor drain with Footpath __________________BMIRDiS3bLhnedo0 r,l meansBlc, MaonvLJUnd Re I noardrain ffthut Fot Left Side____ 0 .700 10.000 0.300 -0.00 0.342 12.433 BMLRD i3b with fontpath) 0.0 0.010 3. 0.00 0.00 1.200 0.01 1.2 0.7 311.717 311.400 10.000 10.300 0.300 .0.10 0.004 17.720 BMLRD 3b with foopth) 1.0 0.010 17.5 0.00 0.00_ 1.200 0.74 1.2 0.7 311.490 311.043 1030 10.060 0.260 -0.43 0.000 14.931 BMLRD S31,with fotth) 1.0 0.01 14. 0.00 0.00 1.200 0.60 1.2 0.7 311.043 300.922 10.060 11.000 0.060 -0.12 1.025 47.021 BMLRD 31,with foopth) 1.0 0.010 47.3 0.DO .0 2.600 0.711 1.0 0.7 300.022 3001270 20 y 11.000 11.480 0.480 .0.10 2.172 51.277 BMLRD 3bOpen) 1.1 0.010 66.0 0.00 0.00 3.100 0.00 1.0 0.0 300.120 3080100 14 Y 11.480 11.8000 0.320 .14 2.537 68.031 BMLRD lb1 np. 1.2 0.0l0 006.1 0.00 0.00 3.200 0.00 1.0 0.0 308.250 307.022 1 5 11.000 12.200 0.400- .0.20 2.0013 67.004 OMLRD (3bOpn 1.0 0.010 64.0 0.00 0.00 3.100 0.00 1.0 0.6 307.822 307.038 Outfall to Lakhneut RiverII 1 12.340 12.520 0.160 -0.73 0.182 2.120 BMLRD 3b wtthfotpath) 1.2 0.010 2.2 0.00 0.00 0.000 0.45 0.0 0.0 307.931 306.706 12.520 12.000 0.380 .0.00 0.010 21.037 OMIRD (Sb wth fcathi 0.7 0.010 21.4 0.00 0.00 2.600 0.0 1.0 0.0 306.706 306.404 CULVERT at kn. 12.9000 13.000 13.000 0.000 .0.17 0.070 13.000 BMLRD (3b 0p" 0,0 0.010 14.0 0.00 0.00 1.110 0.0 1.0 0.6 304.500 300.729 13.000 14.000 0.000 .0.25 1.140 22.929 6MLRD (3k, Opn 1.1 0.010 22.0 0.00 0.00 2.000 0.0- 1.0 0.6 300.729 304.493 14.000 146320 0.320 .0.28 1.060 20.470 BMLRD l3b 0pen) 1.3 0.010 20.0 0.00 0.00 3.300 0.0 . 0.0 304.493 303.09" 14.32 14.500 0.100 -0.25 1.710 34.124 BMLRD lb,Opn 1.0 0.010 24.2 0.00 0.00 3.950 0.0 1.0 0.6 303.000 303.147 14.500 10.000 0.500 A016 2.200 57.763 SMIRD lb1 0P- 1.1 0.010 63.8 0.00 0.00 6.000 05 10 0.6 303.147 302.36 10.000 10.120 0.320 .0.23 2.640 00.000 SMLRD l3b Op )1.3 0.010 02.0 0.00 0.00 .0000 0010 0.6 302.3610 301.S43 15.320 10.700 0.430 .0.23 3.135 64.647 BMLRD 13b nPm 1.2 0.010 63.4 0.00 0.00 7.000 0.5 1.0 0.6 30.43066 CULVERT at km. 15.750 . 16.700 17.040 0.340 .0.24 0.388 7.054 0MLRD 3b, 0pe. 1.0 0.010 7.6 0.00 0.00 1.100 0.5 1.2 . 0.0 390.700 297.872 CULVERT at km. 17.04 101.400 10.700 0.3500 03 0.300 6.919 Urtlned (Tp a1 0.0 0.022 7.7 1.00 1.00 0.3 .0 0.0 0.0 200.452 2041008 CLETakm1.7019.200 19.450 0.200 .0.20 0.285 6.451 OMLRD lb1 with t dpthl 0.0 .01 6.0 0.00 0.0 00 0 . .0 0.0 204.011 293.022 CLETakm194019.460 19.9000 0.440 .0.17 0.002 12.315 BMLRD (Sb 0pen 0.9 0.010 12.11 0.00 0.00 1.200 0.6 1.2 0.6 262.337 22.6007 19.000 20.160 0.200 .0.10 0.021 21.244 BMLRD (3b Oe 1. 0.010 21.2 0.00 0.00 1.500 0.7 1.0 0.7 202.007 392.000 20.100 20.600 0.420 .0.26 1.200 25.452 SMLRD 3b0 Opn 1.6 0.010 21.3 0.00 0.0 1.00 0.7 1.0 0.7 293.009 260.994 CULVERT at kmo. 20.020 22.440 22.440 0.040 .0.107 0.044 1.201 BMLRD S3b 0pm 0.0 0.010 1.3 0.00 0.00 0.000 0.20 0.0 0.0 267.044 267.001 cueta ..2.8 2.000 22.700 0.200 .0.290 01274 5.076 BMLRD (3b with ftpth 1.0 0.010 0.1 0.00 0.00 0.000 00 0.0 0.0 287.005 206.424 22.700 221300 0.000 -0.206 1.010 20.059 BMLRD l3b Oe)1.3 0.010 19 .0 00 .0 0.0 . 0.0 2116.424 264.761 - aKm2330 20.000 25.400 0.400 -0.12 0.400 13.002 BMLRD lb1 with fopth) 0.0 0.00 130 00000 1.700 0.0 .0 . 202.221 281.729 25.400 25.005 0.485 -0.12 1.009 30.481 OMIRD 3k, with fopth) 1.0 0.0`18 25.2 0.00 0.00 36000 0.I10I. 281.729 281.161 Ctr cocoked. may culort at Km. 25.885 be Gleaned 20.890 26.0690 0.170 -0.00 0.204 0.703 BMLRD l3b 0pen) 0.6 0.010 6.9 0.00 0.00 1.020 0.0 1.0 0.5 201.161 200.999 3u0tatK.26D92.700 30.140 0.440 .0.00 0.002 17.012 B3MLRD l3b with lbtph 0.7 0.010 16.1 0.00 0.00 1.5000 0.6 1.5 0.6 276.964 276.043 30.140 30.000 0.360 -0.33 0.912 15.0.43 BMIRD S3b with oapth) 1A 0.010 10.6 0.00 0.00 1.00 0.00 1.0 016 276.543 273500 30.500 30.000 01300 .0.31 11204 22.510 OMLRD (3b withfolth 1.4 0.016 22.40A 0.00 1.640 0.6 1.0 0.6 -270.350 274.410 Cul-et at Km. 30.8000 Cu . tK.3,4 21.40 32.880 0.140 0.0 0.160 0.407 BMLRD (3t with ftth) 00 0.010 0.4 0.00 0.00 0.040 00 0.60 0.0 272.005 272J.77 37.600 37.587 0.907 .0.00 0.000 4.0096 BMLRD (3b 0pen _ 0.4 0.010 3.9 0.00 0.00 0.600 0.5 I 0.65 9.5 269.103 366.0052 Culvet at Km. 37.607I I 37.090 37.000 0.290 0.10 0.331 7.099 BMLRD l3b with fopth) 0.0 0.010 7.0 0.00 0.00 -1.130 0.0 12 1 0.0 264.032 200.500 Cu39.K.390 020 39.120 0.100 0.37 0.114 1.864 BMLRD S3t,wfth fotsf) 0.0 0.010 2.0 0.0 .00000 0.4 0.0 0.0 200.332 2110.700 Rdg.120 391620 0140 .0.64 0.160 2.003 OMLRD (3b with fopth) 1. 0.010 2.0 0.00 0.00 0.00 0.43 1.0 0.0 2640.600 267.717 201:60 9.O00 0.20 .00 0.524 17.665 BMLRD 31, 0 0.7 I 0.0110 17.7 0.0M.0 21200 00 10 0.0 2617.737 267.420 2904 3.00 10 .0.00 0.775 27.565 BMLRD Pb Opn 0.7 1 0.016 26.1 0.0 0.00 310 05 10 00 2740 376 Culvert or Km. 10.80011 v 40.120 1 40.370 1 01250 1 .0.07 010.25 10.929 BMLRD lb1 wi oth ath) 0.6 I 0.0110 10.0 0.00 0.00 i.400 0.0 1.5 0.0 I 367.400 267.310 3-2 1 I 0 a I U I 3 1 I- ;* I I I 04I I I P Ii I I o 3 I 0I ii I U.' WI 3 0  F' 3 1  3 U 3 -i 3 - I 31F 1 I 3- C - a - m I I Annexure 3.2 Cho .J Sid lj55 Dsioiqed Adonte I B*dflmee .a. of drain CireStron FromLongth Ar. Slope Total T 000tch Width Depta- h Rs-,krh DiretiheOwe Toiwr (Kr)' (n) (K.)slp. P-.~ aad (B (D.)uO.lSnt IT K)0.15bor I From To K(Km) (Kmn (Citmer. o. ivI.VinH WVin Z2H na a (Mla an (m 40.380 40R20O 0.250 -0,07 0.205 10.505- BMLRD (Sb with ftpth) 0.6 0.010 1 0.8 OM0 0.00 1.5000 0.49 1.0 I 0'S 267.484 267.300 Cu-urt at K.. 40,630I I 40.1410 41.000 0.300 .0.110 0.410 12.078 SMIRD S3b with fott) 0.7 0.0108 12.6 O.M 0.00 1.500 0.03 1.0 0.6 207.090 266.730 411.000 411.500 0.500 .0.07 0.900 37.003 BMLRD f3b with th 0.7 0.016 31.0 0.00 0.00 3.000 0. .0 0.6 244.730 268.379 411.500 41.740 0.240 .0.05 1.254 50.700 BMIRD (Sb with fottj 0.0 0.010 07.0 0.00 0.00 4.400 0.6 1.0 0.0 266.279 200.262 4170 42.200 -0.480 .0.05 1.776 76.285 BMLRO S3b with M tho 0.7 0.010 70.0 0.0 0.00) 0.700 0.6 1.0 0.0 ___6.262 200.012 Culvert at K.. 42.200 CuIvert at K.. 42,3600 42.740 43.410 0.470 0.6414 2.130 OMIRD (3b with -thab 1.2 0.010 31. 0.00 0.00 3.300 0.4. 0.5 0.5 264.020 266.113 43,720 10.00 0.460 .0.14 0.730 1.4262 BMLRD f3b with 0otah .6 0.015 12.5 0.00 0.00 1.200 0.61 1.2s 0.7 21.4173 2671.43 143000 10.300 0.200 .0.42 0.204 317.72 BMLRD (31,with 1op0 .0 0.010 317. 0.00 0.00 1.200 0.74 1.2 0.7 27.2430 23711,142 1.0 100 0.4260 -.0.4 0.400 1.4902 BMLRD (Sb WMifh th 01. 0.010 14.0 0.00 0.00 11.200 0.60 1.2 0.7 2115242 200.023 40.420 11.000 0.320 0.0.1 0.60 347.217 BMLRD SIt with 1 .0 0.10 47.3 0.00 0.00 2.000 0.71 1.0 0.7 200.022 200.7270 2 11.00 140 0.170 .0.10 2.12 51.277 BMLRD (3,wh 1.1otp01h 01.0 0.00 0.00 3.100 0.40 1.0 0.0 200.11201 200.126 1 11.400 11.000 0.22 .0.14 0.3427 12.43 SMLRD (3, ih 1ofeh .2 0.010 12.1 0.00 0.00 1.200 0.00 1.5 0.? 311.210 31240782 1 18.800 10.300 0.300 .0.110 2.604 67.7204 BMLRD (3,wh f91sb 1.5 0.010 67.5 0.00 0.00 .2100 0.740 1.2_ 0.7 3117.420 307.0438 12.300 12.020 0.100 -0.73 0.102 04.910 BMLRD 3b with f1.2 0 .010s 24.2 0.00 0.00O 1.200 0.48 0.5 0.5 201.043 3061.702 12.564 12.000 0.500 4.0.2 0.616 21.027 BMLRD 3b with thWO .0. 0.010 21470,0 0.00 3g .600 0.011 1.5 0.0 2309.9270920 206.45 i13.000 11.400 0.400 .0.17 0.170 512700 BMLRD (bOh 0 0.0 0.010 14.0 0.00 0.0 31000 0.80 1.5 0.6 206.102 3-200. 20 13.480 14.00 0.30 020 101 .S47 22.620 BMLRD (31, 1.1m Fe010 23.0 0. 0.00 3.200 0.0a 1.0 0.6 300.720 204.403 Sy I14.000 14.200 0.400 .0.20 2,1.03 60704 BMLRO Sb1,CO 1.3 0.010 0 00 0.00 3.230 0.50 15 0.6 306.402 302.500 Lfit.Lk WR,,12.320 12.520 0.100 .0.25 .7102 34.124 BMLRD Sb w 1.2 0.016 34.2 0,00.00 3.Gu0s . 0.6 307.030 203.475 1 12.520 12.9000 1 0.500 .0.16 2.200 2.3.76 BMLRD (Sb wih th .1 0.010 030 .0 0.00 .6.000 0.0 1.5 0.6 203.476 302.454 CUVET.000 1290 1130.20 0.200 .0.23 2.457 55.000 UMLRD O3bh - 0.2 0.010 52.0 0.00 0.00 10.000 0.5 1.50. 30.92.30 301.642 135030 14.700M 0.420 .0.23 3.140 22.627 OMLRD S3b DI)1.2 0.010 623A 0.00 0.00 7.00 0. 1.0 0.0 305.643 304.493 CULVERT4 at 0b32an..15.75a 2_____A70____ ___M___R________31,_________________ ______3_ _______________ 35 05 .5 0. 3.43 10.700 15.320 0.3240 .0.24 0.200 75.0545 MLRD f3b OPen) 1.0 0.010 7A.6d 0.00 0.0 .100 0.5 1.2 0. 0070 0.072 CULVERT at km. 17.640 700 034 02 ." 714 MLD(1 pn * .1 76 00 .0 110 05 . . 9.0 9.7 CLET ln 7"10.400 19.7SO 0.300 .0.23 0.380 6.010 Untined Iape1. 0.0 0.022 7.7 1.00 1.0 002 0.5 009 0.5 205.452 204.208 CLETak. 87019.200 10.450 0.250 .0.30 0.285 0.401 OMR b ih t 0.0 0.010 0.0 0.00 0.00 1.000 0. 1. 0.5 204.011 I 203.023 CULVERT at km. 19.450 10.460 10.000 0.440 .0.17 0.502 12.315 BMLRD S31b O nl 0.0 0.010 12.1 0.00 0.00 1.200 OR6 1.2 0.0 203.337 292.007 10.000 20.100 8.200 .0.1 0.021 21.244 BMLRD f3bkpn 1.0 I 0.010 213 0.00o 0.00 1.500 0.7 1 15 0.7 22.02300 20.100 20.600 0.420 .0.26 1.300 25.452 BMLRD 3bOpen 1.6 I 0.010 21.3 0.00 0.00 1UN0 0.7 1.5 O.7 202.00 290.094 CULVERT M km. 20.620 1-- 22.440 22.400 0.040 40.107 0.048 1.391 BMLRD (3b 0n 0.5 0.010 CS 0.00 0. - S00 0.0 5.30 .5 o0.5O 207.004 207.001 nuur o m 24322.3000 22.700 0.200 4.200 0.274 5.076 BMLRD S3b fth fopth) 1.0 0.010 5. 0.00 0.00 0.000w 0.5 0.8 0.5 267.005 280.424 22.700 23.350 0.600 .0.250 1.010 20.000 BMLRD S3b O n 1.3 0.0,10 10.2 0.00 0.0ell00.8 . 05 2.424 2114.761 ..ivor ai Km. 23.35001 .0 -5 - 921 212 25.000 2S.400 0.400- .0.12 0.058 13.002 BMLRD (lb w1th fttth 0. 0.011 13.0 0.00 0.00 1.00 0. 17 0.5 211.229 281.761 25,400 25.85 OA405 .0.12 1.000 29.401 BMLRD S3b wth oWthl 1.0 .01 25.2 0.00 0.00 2.000 0.5 1.I.S2170 0.6 chocked. may cul-rt at K.. 25.085 TO .i2811OOMd.9 25.000 38.060 0.170 .0.00 0.0 .7632 BMLRD 2kb nw 0.6 I 0.010 0.0 0.00 0.00 1.*020 0.5 1. 0. 0111 30.0 Wuwot al Km. 26.06900 . - 7a4 20.700 30.140 0.440 -.0." 0.502 17.512 BMLRD S31, .th fotth) 0.7 0.010 10.1 0.00L 0.00 .0 . 1.5 5.8 276.004 37.4 30.140 38.500 0.360 .020. .012 105043 BMLRD S3b with 1g th 1.4 0.010 15.0 0.00 0.0 1500 5005 1.5 0.6 270.4 275.350 C -1.K.300030.510 3.8.000 0.3001 0.A1 1.254 22.510 BMLRD S3bith tpth) 1.4 0.010 22,4 0.00 0.0 100 06 150. 7.5 7.1 CW-unt ai Km. 32.740 3.4 280 010 1 00 47 OLD(bwt otat * .1 . .o-F - . 37.60 37.607 0.007 ..0 0.000 4.006 6MLRQ 3b 0w 0 - .4- 0.010 3.0 0.00 I 0.00 0.60 5. j 05 0.60 . 280.1032 200.052 - m m m - - - - - - Annexure 3.2 Cii S - D - o M o4oted I S - odf |"-1 toW of draIn Ttl Conft.yac Maooir4. C..Ym * Dept Co Stnmtar. booth Ao. Slo., - Reqoirod Type of Waino Velocity CoafOkiant Axaibb.1.lt et Remski. Directio. From TO Di..g (IS) K. Ip.(ZI) SIop.(Z2) Width (Incihdift' Widt DO)pth5 (KI (.).t board (a. O)..8 0.15 From To (Km) Km) tKml % (Cumcs) .- mI.V inZIH IV inZ2H Iml , (ml im, F.om 1m0 Cu lnor of Km. 39.02-- 3t.020 38.120 0.100 0.37 0.114 1.104 BMLRD (3b with thl 0.J 0.018 2.0 0.00 0.00 0.S00 0.43 0.0 0.5 268.332 260.705 3..120 39.o00 0.140 .0. 0160 2.003 BMLRD (3bw ) 1.1 0.010 2.0 0.00 0.00 0.000 0.42 1.5 0.0 26.66 267.717 3K.240 320.0 0.320 -.W .024 27.5G5 BMLRD 3b1 0.7 0.OU 17.7 0.00 O.00 2.200 0.5 1.5 0. 267.717 2U7.435 3.0 2.80 0.220 0.6 0.,770 27.505 EMLRD 2131.O 0.7 0.018 26.1 0.00 0.00 3.100 0.0 1.0 0.6 267.435 267.261 Cul-ot o Km., 39,00 40.120 40.370 0.250 40.07 02 102J BMLRD (3b w(h footth) 0.6 0.015 10. 0.00 O.M 1.450 8.5 1.5 0.5 267.480 267.310 choked. may Culrt at Km. 40.370 b. .e nned 40. 40.630 4 20 0.07 0.250 4 .07 05 10.50 5 BM LR O k 3 oi tht 0.6 0.01 10. I 0.00 0.00 1.500 0.49 1.5 0.5 267.484 267.300 Culvrt At Km. 40.630II 40.U40 41.000 OS.t0 - 0.10 0.410 12.978 BMLRD 3bwtth . 07 0.01U 12.6 0.00 0.00 1.5000 0.52 1.0 0.6 267.090 260.730 3741.000 41500 0.500 4.07 09W 7.003 BMLRD Pb with 8.7 8.015 37.0 0.00 0.00 3.0o0 0.6 1.0 0.6 256.730 26.379 41.500 41.740 0.240 4.0.5 1.254 55.795 BMLt RD (Sb wedh t th 0.6 o.0i1 57.0 0.00 0.00 4.400 0.6 1.5 0. 266.379 25.262 Cuhrlrt at Km. 42.200 E r 41.740 42.200 0.40 - .0.85 1.778 76.255 8MLRD (3b wlth tOdthi 0.7 0.018 750. 0.00 0.00 6.700 0.6 1s0.0 264.262 26d.012 Culvot at Km. 42260 42.285 42.780 0.810 0.8 1.041 104A453 BMLRD (Sb with fotph 8.0 0.818 182.0 0.00 0.0 7.800 8.6 0.80 8.6 265.706 265.916 42.165 43.420 0.840 0.09 1.254 424.30 BMLRD 3b wth h 0.8 0.016 42.2 0.00 0.00 3.370 8.6 0.00 0.6 26.916 24.483 43.420 431.8 00 0.14 0.730 10162 BMLRO 3lb with fbdWN 1.1 0.018 16.1 0.00 0.00 1.500 06 0.00 0. 21,.403 267.143 =r 43.180 44.060 0.150 0.42 01205 .17 BMLRD Sb with fath 0.0 S .0 3.1 0.00 0.00 1ism 01 0-.i 0.5 257243 267.3 45.000 4t.420 0.420 40.it 0.479 1t.4t2 BMLRD (Sb with f 0.7 0.o11 16.1 0.0 0 1.500 0.6 1.5 0.6 265277 2U.t23 41.420 4i.740 020 4.06 0.64 34.174 BMLRD (3b wit. 0.7 8.18 34.1 0.0 0.0 2.800 O. 1.0 8.6 364.622 2U.728 O.ii t. ArtIlcial har-a P pit - I 4.740 4t.i10 0.170 0.76 0.194 2.230 BMLRD (Sbwith foatwihl 1.3 0.010 2.1 0.00 0. 0.800 8.44 0.0 8. 2U.82 264.112 3-5 Annexure 3.2 Abstract of Nagar-Aur-Rahon Road Drainage Design Chinage 1 S. SIOWp DoslIgd Adopted BR.d/iewt tl of drain Cos,Cw nt , tp Total Mwndng'. Conveyance Dapth C DoStrOctFro LDsth A.SleTypo of Danin Velocity CWoetfOcle A(la Jbnt @ 1uding Wkth Dneplat Dieto ra o(a) (K.o) Slope(Z1) Slopta(Z2) Width f,-bar (Bo) P. Ai F,oO To Rotarmof (Km) (Km) (K-) (%) (Cwea() ml. IV in Zi H IV In Z2 H (n) (m) (nn) (m) (m) (nn) iBrck Masonry Lined Rectangular Drain (Type3a/3b) for Urban or Semi. Urban Area - SMLTD(Ty.. 27rmagns Stone Masonty Uned Trapezoidal Drain 1.LRD(51(with Footpath). ms Brick Mooary Uned Recangtular drin with Footpath - BMLRD(5b L d o0n)0 mans Orick Mate my Lined R cbunidr dman without Footpath - ._-_._._, Left Side - - -___ Drin to b extendad op to nearest outhil (about 0.1 km. trm Nag.r Junction) i t S.400 .550t 0.U 0.41 0.1t2 BMLRD (Uned Opn Drah) 1.0 O.Ol 2.5 0.00 0.00 0.500 OAS 0.5 0.5 245.474 24t.205 12.4t0 12.570 0.000 40.0 05.a1 BURD (3b wth Footpath) 0.2 0.010 4.3 0.00 0.00 0.700 0.50 0.7 0.5 251.721 251.Jt0 CULVERT at Km. 12.570 12.570 12.720 0.150 0.07 0.1t5 BMLtD (3b wth Footpath) 0.5 0.01 4.0 0.00 0.00 0.7t0 0.00 0.| 0.5 251.tAt0 251.t01 CULVERT at K.. 10.7N0 ± 16.70 15.tlito 0.0t0 0.25 0.011 MLtD (b31 wth Footpath) 0.7 0.018 1. 0.00 0.00 0.500 O.20 0.S 0.5 251.355 251.570 Rktplo I 160.0 17.000 0.120 .0.57 0.10i BMLRD (3b with Footpath) 1.0 0.01U 1.4 0.00 O0O0 0.S00 .M 0.0 0.0 251.S?9 250.00110 ' 17.000 17.170 0.170 .0.50 0.251 BMLDt (3b wih Footpath) 1.2 0.015 3.7 0.00 0.00 0.'0 0.50 0.7 0.5 250.00 250.049 CULVERT at 17.170 CULVERT at 17.1(0 17.10 17.00 0.120 0.2 0.105 BMLtD(3bwithFootpath) 0.7 0.015 2.1 0.00 0.00 0.500 0 0.4 00. 250.100 250.450 3 17.200 17.500 0200 0.04 0.1t0 BMLRD(3bwithFootpath) 0.4 0.010 0.5 0.00 0.00 1.2t0 0.50 1.3 0.5 250.450 250.36J CULVERT at Km. 17.b00 1 17.500 17.t20 0.120 4.15 0.B( BMLRD (Sb with Footpath) 0.7 0.01 2.5 0.00 0.00 0.500 0.40 0| . 0.5 250.20 250.141 1 17.t20 17.750 0.120 40.2S 0.225 BMLRD (Open) 0.0 0.01U 4.1 0.00 0.00 0J0 0500 0.7 0.S 250.14ti 240.771 CULVERT at Ka. 17.750 j 17.750 17.075 0.120 0.50 0.115 BMLRD (Open) 1.0 0.010 1. 5.0 0.00 0.000| 0.30 0-5 0.S 245.771 250.400 CULVERT at Knn. 17.J75 _ _ 17.075 15.000 0.125 0.0t 0.104 BMLRD (Sb with Footpath) 0.0 0.01 3.0 0.00 0.00 0.°20 0.50 0.7 0.5 250.400 250.,05 Ridge ______________ Rldoe: - - ll .0 - - - - m i nm --- Annexure 3.2 Ch nge Side Slope Designed Adopted B.d/le,*wt levl of d,.ln COkethlon FromA To Lt vSp Dl- Type o/ Drin Vel.Iy C-dsn cl Depth (n)ll. Ro (V.) SpeZ) SpeZ) Width (ImkdiO Wkdtt D.Pth, FRom T. R..ark. fre board (B.) (D.)s0.lOro (K.) (K.) (Km) (%m (C.n) -S IV In ZI H IV In 22H (m) (m) (m) (m) (m) ) ; 11.000 18.180 0.160 -0.45 0.142 MLRD (3b with Footpath) 1.0 0.018 2.2 0.00 0.00 0.500 0.45 0. 0.0 250.503 240.700 CULVERT at Kn, 1611tO _____ =___ =______ = = =___ 18.1110 16220 0.040 0.16 0126 BMLRD (3bwltb Fort) 0.7 0.01* 3.1 0.00 000 OS50 0.50 0.6 0.5 249.700 249.763 3-7 Annexure 3.2 Ch.lne g Side Slope Deslgoed Adopted B.dlb.t level of d,mln Total annings Conveyance Deptlh C met Direetlon r. To Length A,. Slope CDlh,ge. Type of Drain V.100110 Coeffelet Avellble SIP.h w Inldhag Wkdith Depth Fo.T eek (n) (K.) Sope(ZI) Slopo(Z2) W fdth - od F(om T. lt rks (K-) (K-) (K.) (%( (Cd.o.e) onf IV Io ZI H IV In Z2 H (I) I() (m) (m) (m) (m) 18.220 1t.220 0.100 049 0.000 OMLRD (Sb wtt. Footpath) 0.0 0.018 1.3 0.00 0.00 0.000 0.30 0.5 0.5 249.763 250.250 Ridge 15.320 18.420 0.100 .0.25 0.090 BMLRD (Open) 0.0 0.018 2.7 0.00 0.00 0.500 0.s0 0.5 0.0 250.250 250.002 -~- 18.420 18.070 0.2310 .0.00 0.31S BMLRD (Open) 1.6 0.olO 3.3 0.00 0.00 o.S8o 0.50 0.6 0.5 250.002 247.705 Bridge at Km. 18680- I - 1.60o 1U.900 0.210 -0.95 0.10t BMLRD (Open) 1A4 0.01 1.9 5.00 o.oo o.so 0.42 0.5 0.5 247.706 245.712 1-.900 19.040 0.140 -0.34 0.215 BMLRD (Open) 1.1 0.01* 6.4 0.00 0.00 o.40 o.So 1.0 0.5 245.712 245.224 19.040 1S.250 0.210 -0.10 0.504 BMLRD (Open) 0.7 0.010 15.0 0.00 O.M 2.020 0.50 1.5 0.0 245.224 245.130 EMUds. at Km. 10.250 21i.010 22.000 0.440 -0.10 0.2s6 BMLRD (Open) 0.9 0.012 9.2 0.00 0.00 1260 0.50 1.2 0.5 252.75s 251.041 22.000 2oL100 0.100 40.32 0.486 BMLRD (Open) 12 0.016 0.5 0.00 0.00 1200 0.S0 1.2 o.s 251.941 251i.10 s 22.100 22.450 0.350 40.22 O.M BMLRD (31b, t1Foootpeh) 1.2 0.016 16.6 0.00 0.00 1.500 0.61 1.S 0.6 251.510 250.712 CovIort at km 22.4500 - 22.450 22.580 0.130 CA5 0.225 BMLRD (Sb It. Footpath) 1.3 0.01 2.7 0.00 0.00 0.000 0.50 0.5 0.0 250.812 2S1.66 22.a0o 22.700 0.120 0.26 0.10 BOMLRD (Sb wIlt. Footpeth) OJ 0.016 1.J 0.00 0.00 0.500 0.41 o.J 0.0 251.056 2s2.067 Ridge 22.700 22.950 0.250 4.11 0.225 B4LRD (Open Orel) 0.S 0.010 *.* 0.00 0.00 1.000 0.50 1.0 0.s 252.007 251.812 CulNorl . Km 229500 22.900 23.000 0.130 0.12 0.405 BMLRD (3b with Footpath) 0.8 0.016 11.2 0.00 0.00 1.000 0.00 1.5 0.5 251.812 251.SQ2 22.060 22.400 0.320 0.22 0.281 BtLRD (2bvRth Footpath) 1.0 0.016 5. 0.00 0.00 0o00 I 0.0 OJ 0.5 251.962 253.00 CULVERT AT km. 2s.u10 25.10 25.400 0220 0.21 0.190 BMLRD (Opem Dnin) 0.0 0.01( 4.3 0.00 0.00 0.700 00 0.7 0.5 252.345 202.79 CULVERT AT hm. 25.421 + 25.421 25.620 0.1SS 0.22 0.277 BMLRD (Open Drin) 1.1 0.011 6.7 0.00 0.00 5.760 0.61 0.75 OG 253.002 254.311 25..20 25.W40 0.220 0.17 0.19 BlMLRD (Open Drin) 0.0 0.010 4.7 0.00 0.00 0.750 00 075 0.5 254.411 2S4.700 25.50 26.119 0.166 .0.10 0.102 BMLRD (Open DrOin) 0.6 0.016 4.7 0.00 0.00 1.05) 0.41 1.0 0.s 2s4.s71 2S4.796 R.qo,hed OS3n CULVERT ATk .26.1190 dredging at Inlet 26.120 26.420 0.300 0.02 0.270 BMLRD (Open Dmin) 0.4 0.010 17.7 0.00 0.00 2.200 0.0 1.5 o.5 254.116 2S4.000 348 Annexure 3.2 Siana.Od. Slop. D..lgnad Adopt.d BadiIno.t l.".i of tlmmI CDiStutuioL.9troA..SlTo. DI Tbi.. Typ. of Drain VolocIty Co.Ole.l..0 Availsbl Dhcln , o ),.N) (Ka) siop.)ZI) Siop.)Z3) Wtdth. )Including Width D.pth ,m .R..k Ira. board (0o) (DsfuOlO.1 o.. T ,nar. (K..) (K(m) (Kin) )% )Cw.wco) ml. IV In Z1 HI IV in 22 H )o. (m) ).o (i) (mn) ( 3300 33.100 1 0.100 -0.00 0.00 OMLRD iOpal, Dranio 0.4 0.010 3.5 0.00 0.0 0.6000 0.5 0.0 0.5 257.639 257.070 CULVERT AT km. 33.1 00 I3211 3.240 0.130 .1.25 0.117 BMLRD (Op.. Oral..) 1.4 0.010 1.0 0.00 0.00 0.5000 0.32 0.5 0.0 258.176 250.002 13140 33.378 0.131 .0.10 0.241 BMLRD (Op.en DraIn) 1.1 0.010 3.5 0.00 0.00 0.000 0.5 0.6 0.5 250.553 255.000 CULVERT AT km. 33.378 3330 33.410 0.100 0.33 0.000 BMIRD (Op... Dm01n) 0.0 0.010 1.0 0.00 0.00 0.00 0.30 0.0 0.0 255.960 200.293 RIGHT SIDE___ _____________~12.400 MM07 0.000 .0.03 0.001 BMLRD (Sb will. Footpath.) 0.3 0.0101 4.3 0.00 0.00 0.700 0.00 0.7 0.0 251.721 251.650 CULVERT at K... 12.070 ___________ ] I 12.570 12.720 0.100 0.07 0.135 BMLRD (31,with. Footpath) 0.0 0.011 4.0 0.00 0.00 0.700 0.00 0.0 0.0 251.600 251.001 CULVERT at K... 1.7900 10.790 10.000 0.000 0.35 0.001 BMLRD (3b will. Footath) 0.7 0.010 1.0 0.00 0.00 0.500 0.30 o.5 0.0 251.355 251.570 ± 10.000 17.000 0.120 .0.07 0.100 BMLRD (3It with Footpathi 1.0 0.010 1.4 0.00 0.00 0.000 0.30 0.0 0.5 251.579 200.000 17.000 17.170 0.170 .0.00 0.261 BMLRD (3b will. Footpath) 1.3 0.010 3.7 0.00 0.0 0.030 0.00 0.7 0.0 350.000 2so.049 CULVERT at 17.1170 CULVERT at 17.180 17.1100 i7.300 0.1120 0.21 0.100 BMLRD (3b with Footpath) 0.7 0.010 2.1 0.00 0.00 0.500 0,44 0.0 0.5 200.100 250.450 Ridge 17.300 17.500 0.300 -0.04 0.100 BML.RD (31,with Footpath) 0O4 0.010 0.0 0.00 0.00 1.330 0.00 1.3 0.0 250.450 200.300 CULVERT at Km. 17.500 17.500 17.020 0.120 .0.10 0.100 BMIRD (31, with Footpath) 0.7 0.010 3.0 0.00 0.00 0.500 0.45 0.0 0.0 200.300 200.140 17.620 '17.700 0.130 .0.2 0.22 BMLRD0(Op...) 0.0 0.0`10 4.1 0.00 0.00 0.050 0.00 0.7 0.0 250.140 249.771 CULVERT at Kw. 17.750 T I 17.700 17.875 0.125 0.00 0.113 BMLRD (Op.n) 1.0 0.010 1.0 0.00 0.00 0.500 0.38 0.5 0.0 249.771 250.400 CULVERT at Km. 17.875 IL 17.870 10.000 0.125 0.00 0.104 BM0RD (0 Itwith Footpath) 0.5 0.010 3.0 0.00 0.00 0.020 0.00 0.7 0.5 250.400 250.503 10.000 10.100 0.100 -.0.4 0.14 BMLRD (3bwoh11,FotIfth) 1.0 0.010 2.2 0 00 0.00 0.500 0.40 0.5 0.5 250.503 240.700 FC-uLVERT at Kmn. 10.100 10.100 10.220 0.040 0.10 0.126 BM11R0 (Sb Wit Footpath) 0.7 0.010 3.1 0.00 0.00 0.00 000 0 00. 3270 40.703 Annexure 3 2 Chin ge Side Sope Dulgn.d Adopted Bodtln.t lanel of drein Toe d."'.logs Conveyance -D.pth I CD Striruct eolo -o To L.oh Av. Slop D ' Typ, of Orain Velocity Coefficient A , Depth Sop.(Z) Width Width L)er,th F-on T Rorks (n) (1F- To Lenth)' toIopChe(Z(K ) Wkh (Includirng Wit FToR rk h-r.e od (Bo) (O)o.I On. (Km)) (Km) (Km) (%M (Cu,.os) .Vs IV to ZI H IV In Z2 /m) (m) (m) (m) (m) (m) 18.220 18.320 0.100 0.49 0.000 BMLRD (3b with Footpath) 0.9 0.018 1.3 0.00 0.00 0.000 0.0 0.5 0.5 249.763 200.250 Ridge - 18.320 18.420 0.100 .0.25 0.00 BVMLRO (Open) 0.5 0.01 2.7 0.00 0.00 O.S00 0.00 0.5 0.0 250.250 250.002 j 18.420 18.670 0.250 -0.80 0.315 9MLRD (Open) 1.6 0.016 3.3 0.S00 0.00 O6 0.5 250.002 247.785 - s" I 1 '.0 1 t.9W 0210 4.095 0.1 ts BMlLRD (Open) 1.4 O.o1 t 1.S 0.00 I 0.00 O.SW1 0.42 O.S O.S 247.706 245.7112 - - - 1t.90W 19.010 0.140 40.34 0.515 BtMLRD (Ops .) 1.1 0.01t SA 0.00 O.tlo o.t40 O.SO 1.0 0.5 24&712 24.2i4 d t 1.04. 190250 0.210 .010 0.504 1UMLRD (Open) 0.7 0.018 UO 0.00 0.00 2.020 0.50 1.5 O.S 247J30 24.130 Bridge at K.. 19.250 - - 21.560 22.000 0.440 -0.18 0.206 OMLRD (Open) 0. .01 8.2 0.00 0.00 1.280 0.s0 1.t 0.5 252.75t 251.941 22.000 22.180 :.18 a.32 0,4tV OMLRD (Open) 1.2 0.01: *.5 :. 0.00 1.200 .50 1J 05. 251.941 251.619 - 22 .100 22.450 0.350 4023 0.tO1 BtJLRD (3b Witil Foopt) 1.2 O.Ott6 16J6 0.t) 0.00 1.50W 0J1 1.5 0.6 251.5i7 250.712 C,lAvrt at k.n 22.450 _ 22.458 22.560 0.120 0.65 0.225 BMkRD (3b with Feotph) 1.2 0.01t 2.7 0.00 0.00 0.500 0.50 0. 0.5 250.812 251.606 22.080S 22.700 0.120 0.50 0.10t BULRD (3b with Footpth) 0.8 0.018 1.J 0.00 0.00 O.50 841 0.8 O.S 251.t50 252.087 Ridge _ _ t 22.70 22.50 0.250 *0.11 0.225 BMLtO (Open Drln) 0.6 0.010 6.8 0.00 0.00 1.000 0.0 1.0 8.5 252.007 251.812 Culv-t at Km. 22.950 22.950 22.080 0.130 0.13 0.405 BMLRD (Sb with Footpath) 0.0 0.018 11.2 0.00 0.00 1.50 O.So 1.S 8.5 2511J12 251.S82 23.0i0 23.400 0.#20 0.32 0.2U8 BMLRD (5b3 wt Footpath) 1.0 0.01t 0.1 0.00 0.00 0.600 0.50 0.0 0.5 251.9t2 202.003 CULVERT AT ke,. 25.1t0 25.1t0 25.400 0.220 0.21 0.100 BMLRD (Open Dnin) 0.8 0.018 4.3 0.00 0.00 0.700 0. 87 0.0 2523.a 23.79 CULVERT AT km. 25.421 25.421 25.620 0.109 0.22 0.377 BMLRD (Open Drain) 1.1 0.016 6.7 0.00 0.00 0.750 0.61 0.75 0.6 25t.662 254.311 I 25.020 25.640 0.220 0.17 0.198 BMLRD (Open Drein) 0.t 0.018 4.7 0.00 0.00 0.700 0.0 070 0.0 254.411 254.708 I 25.950 26.119 0.169 .0.04 0.152 OMLRD (Open Denh) 0.4 0.01U 7.2 0.00 O.0 1.050 0.5 1.0 8.5 254.871 254.756 CULVERT AT ko. 26.119 26.120 26.420 0.200 0.02 0.270 BMLRD (Open DraIn) 0.4 0.01S 17.7 O.M 0.00 2.200 0.5 O.s 0.0 254.796 254.865 33.000 22.100 0.100 40.06 0.00 OMLRD (Open 0min) 0.4 0.018 3.5 0.DO 0.00 06M O.S 0.6 0.5 257.6Ug 257.576 CULVERT AT km. 33.100 - - 33.110 32.40 0.130 -1.25 0.117 BMLRD (Open Drin) 1.4 0.018 1.0 0.00 O.M 0.500 0.32 0. 8.5 258.176 2MA.6S 33.240 33.370 0.138 .0.50 0.241 BMLRD (Open Drain) 1.1 0.01* 3.5 0.00 0.00 0.600 O.5 0.6 0.5 256.553 255.60 CULVERT AT k. 33.3778 33.i80 3t.4t0 0.100 5.22 O.090 BMLRD (Ope.n DnIn) O. 0.01t 1.J 0.00 0.00 05.0 0.t 00 0.5 255.960 25.282 3.10 Annexure 3 2 Abstract of Tarn Taran-Chabal-Attari Road Drainage Design (Chainage Starts from Tarn Taran to Attari) Chain.9. (ikn) Sid, Slop. Designed Adaptad B.dIn.rt oval of drain Tot.1 Cooxoyanv Mnningo Con-Yan.- Remarks CD St,--I..o Dirscion Lengthr A, Slope Di..h.rgo Raq.irad (Kr) Typ.of 0.1 Ol Valoxity Co.fficnt A-alibia Depth Wdt, Dph rmT From To (n) (K.) SWidth DepthZ Fidl, inoadngT.a (K..) (K.) (Kin) (% (C.aeo( l IV In ZI H IV In Z2 H (i)in(n)i)(n)i) Brick Masonr Lined Rectan ular Drain (Type3al3b) for Urban or Semi- Urban Area SMITDOyP 2 'ianston. Masma. Linad Tnaao Idl MMra BMLRO(3b wit Foatpath)- mensn, Brick Masony Unad Rectangular drain with Footpath B1___ ILRO(21,Lineda own no.,..Bric, Msoany LinedR mu-l.nat drain wShout Fo, r Left Side___ 0.000 0.10 0.150 0.72 0.125 1.400 OMLRD 31,k with Foatpathi 1.1 0.013 1.0 0.00 0.00 0.000 0.37 0.0 0.0 225.7711 226.11,11 CULVERT at 0.100I 0.100 0.300 0.100 0.00 0.125 4.105 SMITD (Type 21 0.0 0.010 4.0 1.00 I.DO 0.300 o.oo 0.0 0.0 226.707 226.931 Ridg CLETa 0 60.300 0.800 0.300 all5 0.249 6.429 BMI-RD(O- 0.6 0.010 7.0 0.00 0.00 1.100 o.oo 1.1 a.0 220.631 227.181 CUVRTa 06Require tOmS dredging at 4.500 4.790 0.040 .O0114 0.449 12.505 BMLRD iSk with Footoathi 0.3 0.010 12.6 0.00 0.00 1.000 0.02 i.0 0.5 226.370 225.703 iniat CULVERT at 4.79 4.000 5.120 0.220 -0.10 0.2611 0.523 BMLRD i31, with Footothi 0.6 0.010 0.5 0.00 0.00 1.200 1 0.00 1.2 0.0 225.646 225.456 CULVERT at 0.20 _ ___ 1220 12.020 0.240 0.12 0.305 10.0542 BMLRD (iDoni 0.7 0.010 10.0 0.00 0 00 i.450 0.500 . . 2.0 2. 12.520 MM72 0.200 0.26 0.4166 3.246 OMLRD tDo".) 0.3 0.010 3.2 0.00 0.00 o.o70 0.00 0.6 0.0 223.188 I 223.711 Ridg 12.720 12.060 0.240 .0.23 0.100 4.200 BMLRD (31, with Footothi 0.0 0.010 4.2 0.00 0.00 0.6900 0.00 0.7 0.5 222.711 2231171 C atal C.ULVERT at 12.000 ______k,ridd 13006 13.220 0.220 0.006 0.206 11.270 BMLRD Skbwith F th 00 000. .0 0.0 100 00 . . 223.170 223.292 _ ___ 13.220 13.320 0.100 0.40 0.002 1.203 BMLRD hOhb w . 0.0 0.1 1.3 0.00 0.00 0.ooo 0.0 .00. 221.202 223.768 Rid. 13.320 13.700 0.200 .0.00 0.315 12.050 MLR 0 0.0 0.010 11.2 0.00 0.00 1.50 .001. 0.0 223.061 __222.720 13.700 14.070 0.370 -0.00 0.623 27.9101 .MR. n~ 0. 00J 21.0l 0.00 0.00 1.500 0.1100.7 223.028 222.245 CULVERT at 14.07 14.070 114.100 0.000 O.0.0 0.006 0.040 BMLRD aOen 0.3 0.011 0.0 0.00 0.00 0.000 0.20 0.0 0.0 223.64 2244 Caivert at 14.200 1 2.2 2120 0.1600 00 0.122 0.109 BMLRD (pn)05 0.1 5.1 0.00 0.00 0.00 000 0.0 ~ 0.5 221.255 2l.4 Cain.rtat 21.240 21.200 21.400 0.120 .0.00 0.1100 3.260 BMLRD aOe. 0.0 0.016 2.0 0.0 00O.S000 . . 22IA0 20.6 21.420 21.AN 0.240 .0.00 0.11011 7.800 BMLRD nOe. 0.0 0.018 7.0 0.00 0.00 0.300 0.00 1.0 0.6 220.022 2.7 Cudnot t 21.670 22.870 22.975 0.100 .0.10 0.007 2.261 BMLRD 10 n 0.6 0.010 2.2 0.00 0.00 0.000 0.44 0.5 0.0 220.627 2247 raqairad at Cui-at w3km. 22.975 49 22.975 23.320 0.345 0.64 0.519 25.660 BMR20 o0.6 I 0.013 24.0 0.00 0.00 1.00 0.70 1.0 ~ 0.6 220164- 220.425 22.220 23.60 0.2110 0.16 0.232 5.721 BM.LR (00 o, 0.7 0.013 0.7 0.00 0.00 1.000 0.410a0 22.2 2.0 28.480 20.700 0.270 -0.20 0.224 4.452 BMLRD 2k1 with Footpath) 0.3 0.010 4.4 0.720 0.00000 2020 26.21 raqorod at C.nr 1m 070211750 28.640 0.090 0.06 0.275 11.576 BMLRD 231,WiFthF thl 0 0. 0.1 11.2 0,00 0.00 1.ooo0. 1.0 0.0 211621 210.672 20.040 20.002 0.242 0.16 0.23 0.062 - BMLRO Mk with Fo tthl 0.7 0.0" . .00 04 1.0 0.5 218.672 216.003 cainot at 20.400 10051.5 1.3 20.400 29.54 0.140 0.06 0.116 4.716 BMLRD O -a 0.4 0.013 4.7 0.00 0.00 IAN .4 . .0 2070 1.2 Ridg -,Aa-s 2 43 29.540 i 29.750 0.210 -0.16 0.174 3.074 OMIRD (3bwith F pth) 0.0 0.010 2.0 0.00 0.00 0.650 0.0 0.70. 21322141 CLETA297O20.750 2 0.06 0.210 0.02 0.207 3.S32 OMLR3 MhwIth F.pthi 1.2 0.013 2.5 0.00.00 0.000060.2141 2007 3.11 Annexure 3.2 Chains go tm) . Sid Slop. Designed Adopted Bdibme i-l of draln Toftl Co"al0 Mannin,4 Conveyance CD S trutu Dliaterg ngth Av. Slope Dltchoe ReqoWird (K,) Typo of Drain Velocity Coaffint A"viable Wideh Wldth From Toars F(n)T.(KC) SiopeIZi) Siope(Z) Width (including hus Wit (0pt0 1 o0.T board 0.105) (B) De-I (Km) (Km) (Km) (N) (CMnnece) nds IV InZ1 H V InZ2 H (m) tm) (m) (m) (m) (m) 38.220 30.350 0.130 -1.37 0.10 i 0.922 BMLRD (iD Dn l 1.4 0.018 0.9 0.00 0.00 0. S00 0.3 0. S 0.5 320.007 218.305 C luoi at Km. 30.350 I__ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ 38.360 30.520 0.170 0.27 0204 4.020 BiiLRD (OpenI 0.9 0.018 4.0 0.00 0.M00 0.7 0.5 0.7 0.5 218.000 219.451 - 30.- 2 s0.600 0.000 0.20 0.0619 1.247 BMiRD (3b wKh FooA 07) o.0o1 12 0.00 0.00 0.S00 0.34 0.S 0.5 218.451 2156J78 30.600 30.720 0.120 4 0.19 0.100 2.200 BMLRD (Open] 0.7 0.015 2.2 O.M 0.00 0.000 040 05 0.S 218.678 215.449 B)rIdg. at Km. 30.745 _ _ _ _ _ _ __ _ _ _ _ ___ _ _ _ _ __ _ _ _ _ _ 3 30.700 38.t20 0.120 0.19 0.100 2.295 OMLRD (Opn.) 0.6 0.015 2.4 0.00 O.0 O.S00 0.47 0.S O.s 221.500 221.434 Cuivedtot Km. 301.800 _ _ _ _ _ _ _ _ _ O.Sm Wredging Cl,A-rtot Km. 39.03 t .-SDrti 3. 3.030 39.1t0 0.130 0.30 0.10it 1.00 OMLRD 3b with Foobothi 0.0 0.010 1.0 0.00 O. 0.S00 0.42 0.0 0.0 221.503 221.009 O.Sm Dredging C oNrlat Km. 30,230 __ __ __ __ _ __ __ __ _ _ _9_ i .200 39.320 0.120 0.45 0.100 1.493 BMLRD (Sbwith Foo th) 0.9 0.010 1.5 O.O 0.00 0.00 0O7 00.0 O 222.037 222.571 rt ttuirt_ Culv_20 383K0 39.40A0 0.130 4.15 0.100 2.MR4 B MLRD (Open) 0.6 0.010 2.7 0.00 O.00 0.S00 0.1 0.5 0.5 222.471 222.2 t9 3-12 Ann,exure 3.2 Chain.0. (tkn) Sid. Slop. D2..ignd Adoptad B.ditnv.t bo-1 of drain CO Structure 01*t- .gh A IP Total co"ac Manningos Comn.y-no____ ___ To Lnt n P Dohr.Rqto K) Type of Mrain V.iocity Coefficient A"o1l1,la D.poth Rotnark ), .rlcag eud(, n) (K.) Siop.(ZI) Slop.(Z2) Width (including ho. idh D.t From T. board 0.1 5) (BO) )D.)c0.150, (K.n) (Kmn) (K.n) N% )C.a.c) V.f IV In ZI H IV In Z2 H (In) (in) (in) (In)(n)i) RIGHT SIDE CULVERT at 0.100 Ridge10 030 .5 .0 .2 .0 SMLTI) 2Tp 0.0 0.010 4.0 1 00 1.00 0.300 0.50 0.5 0.0 220.707 226.031 CULVER0at 0. 0.20 0.10 0.240 6.420 OMIRD 0 n,- 0.6 0.010 7.0 0.00 0 00 11c uaii00 2001 2711 _____ CLET.4.0 4.080 4.700 0.540 .0.14 0.440 12.S45 RMLRD (31, ,ti Foopth) 0.11 0.010 12.2 0.00 0.00 1.000 0.52 1.0 0.0 220.370 225.703 CULVERTii 4.20 0.000t20 0..1210 .01 BMLRD S31,wttFootth) 0.6 0.010 0.0 0.00 0.00 1.020 0.00 -1.2 0.0 225.144 220.900 Otfatil to Artticia ti.r.oA 12.2110 12.520 0.240 0.12 0.246 10O.S42 BMLRD bkF t 0.7 I 0.010 10.0 0.00 0.00 1.450 0.01000 22.0 2.1 BMLRO [3boath F22 th) .0.200 40.200 12.020 12.720 0.200 0.0 0.100 4.131 BUR bthF t . .1 . .0 00 .7 .0000.5 223.48 223.811 Ridg,08 OS3200 00 050 05 . 12.720 12.0840 0.240 -0.23 0.100 4.200 BMLRD (lb th F opth, 0.0 0.010 4.2 0.0 0.00 0.000 0.00 0,7 0.0 223.711 223.171 CD purtially CULVERT at 12.9000bffa 13.000 13.220 0.220 0.04 .0 11.270 BMIRO Sb3tthF th, 0.5 0.010 11.2 0.00 0.00 I.500 0.00 1.0 0.5 223.170 223."20 ____ ___ 3_ .220 13.220 0.100 0.48 0.003 1.203 BMLRD ISI IIh 0. 0.010 1.3 0.00 0.00 0.200 0.00 0.0 0.0 223.292 223.705 13.120 13.700 0.340 .0.00 .1 250 OID3,wliF t 0.0.11512 .0 0.00 1.5000 0.00 1.0 0.0 223.M0 223.728 13.7,00 14.070 0.370 .0.00 0.023 27.001 8MLRD On) 0.7 0.010 21.0 0.00 0.00 1.000 0.71 1.5 0.7 223.528 223.345 CULVERT tt 14.07--- 14.070 14.150 0.040 -0.00 0.000 0.04 MLDa . 0.010 0.0 0.00 0.00 0.500 0.20 0.5 0.0 223.044 223.440 5____ Cutnon at 14.200I + 21.120 21.200 0.100 .0.07 -0.133 S.5AMR 00 00001 0.0 00 .0 0.000500 221.20S 2211249 CoSort at 21.2800-BLD(ml05 008S. .0 OD A ' ~21.200 21.A00 0.120 -0.0 0.100 3.260BLD n00 0030 00 .0 5.000 0.00 0.0 0.0 221.100 220.004 Ridg a t 21i.400 BLD(p. . .1 . .0 00 21.420 MM00 0.240 .0.00 0.110 7.0M BMLRD (Ow 0.5 0.010 7.0 0.1140 0.00 1.0 0.0 220.023 220.770 Rid n at 21.670 22.870 22.975 0.1005 -0.15 0.007 2.261 BMLRD 0pn) 0.0 0.010 2.2 -0.00 0.00 0.500 0.40 0.5 0.5 12.20.627 220.471 Dredging r.quirad at Culvert at tkm. 22.975 totat 22.9750 23.320 0.345 0.04 0.010 25.000 BMLRD Mma 0.0 0.010 24.0 0.00 0.00 1.500 0.70 1.0 0.0 220.234 220.425 2320 2.0 .0 01 .3 .2 MLRD n0.7 0.01 5.7 0.00 0.00 1.000 0.46 1.0 0.0 220.525 220.007 .Wutnal t 20.400 29.400 20.54 0.140 0.00 0.110 4.716 BMLO 0.4 0.010 4.7 0.00 0.00 1.000 0.42 1. 0 0.5 210.700 210.835 Ridg 200 20.750 -0.210 -0.10 014 3.974 BMLRD 3b wtth F a thi 0.0 0.010 2.0 0.00 0.00 0.400 0.0 0.7 0.5 210.83S 218.431 CULVERT AT 29.7500- 2070 30.040 0.310 5.5L025 252 BMLRD (3bwitht Fooath) 1.2 0.010 3.0 0.00 0.00 0.000 0.5 0.0 0.0 218.431 220.075 301220 30.300 0.130 -1.27 0.10 .22 BMLRD (Op. 1.4 0.010 0.0 0.00 0.00 0.ooc 0.3 0.5 0.0 220.007 210.305 C uicol at Kin. 30.360 20.350 20.520 0.170 0.7 020 4.020 BMLRD 0 Opn 0.0 0.011 4.0 0.00 0.00 0.070 0.5 0.7 0.0 210.000 210.451 MAN0 000 .8 0.20 0.044 1.247 BMLRD 23b ith Foopth) 0.7 0.010 1.2 0.00 0.00 o.soo 0.34 0.0 0.5 21041 210.07B RidgI 30.00 L0720 0.120 -0.19 0.100 2.280 RMLRD (pnl 0.7 0.010 2.2 0.00 0.00 0.500 0.45 0.0 0.5 210.1470 218.440 Bu,dgoa Kin 30.745 30.724 37.040 0.304 0.14 0.254 0.U47 BMLRD 0 on 0.7 0.015 0.0 0.00 -0.00 1.000 0.5 1.0 0.5 221.0812 221.503 38.700 30.050 0.100 .0.21 0O124 2.734 BMLRD 0M n 0.7 0.010~8 2.7 0.00 0.00 0.500 0.0 0.0 0.5 221.4S0 221.129 'Cuivol at Km~. 38.500 I 0.rr, Drodging __________302 2010 010 0.30 1 0.100 1.0090 BMLRD la withtiFootouthi 0.0 0.010 1.0 .0 00 0.50001 0.42 0000 2102 2100 _____ 3-13 Annexure 3.2 Ch ln g (km) Sid Slope Designed Adopted Bedllnwrt len of daln Total Coiwpnf e TpetyDan enot Manning' ConvewncsRm.k CDoSinntor. Direclton Length A. Slop Dischage R.qulrWd (Kr) Tof (K.) DepteW e ( .mnrkS AnaTo(n)b(.) loMI slw ) Wth Inudinptf Width Deptht From To (K-) (Km) (Kin) (%) (Cueese.) mVs IV h,Z1 H IV In Z2 H (m) (m) (m) (m) (m) (i) -B.S. Dredging COi-ort at Km. 39.230-O S rd Rld 39 230 39.320 0.000 0.45 0.075 1.115 BMLRD Pb whh Feootwthl 09 0.018 1.1 000 500 0.33 0.5 0.0 222.0O9 222.471 C 30.320 39.450 0.130 -0.26 0.105 2.135 BMLRD lOgan) 0.6 0.018 2.7 0.00 0.00 0.00 0.5 0.5 0. 222.571 2221239 3-14 Annexure 3.2 Abstract of Kapurthala-Fatehabad-Tarn Taran Road Drainage Design (Chainaga Starts from Kapurthala to Tarn Taran) TotoD lTp .I .-t A d.- y ... .,Ig A-11.01, om,0 Di-otion Fro To. c lp ..oh.,oT" f0.l eoIy r. Pdoo llRdIo Monllno. (. S..I SIop.{Z2) 0041 Wdth i. ,19f- () Dopth15 Fro To I0,0 .,0Ob 11 ((e ord 0.15) o) (00.5 (K.11) (K.m) (K.w) N% (C-..o.) rl. Sq..., in I.) 1m V In ZI H IV In Z2 H )n-) (n)(,) (n) Iin) Iin Brick Masonr Lined Rectangular Drain (Typ3al3b) for Urban or Semi- Urban Area ____ _______ SMITD Ty 21--wo. 8lo M.-.oy UOnd TMoold.1 Droin BMLRD(3b with, Foolpoth)- -oo Blo.k M-.ly U-nd R-t.otn0l. doln with F'otp.th FIMLROI3b Lir -wopni mwoo0 B.1.k M--Vnn Li, Rcftoooolo d'.on vWthout Footooth Left Side I Dlo-ttd to tico Old. .000 0.380 0.380 1 0.16 0.300 BMIR33hUr.do .nl 0.6 0 490 2.1 0 2333 0.018 10.3 0~00 0.00 1.400 0.5 1.400 0.0 1220.000 220.010 CULVERT t1 ho 0.70401at 0.40 .78 038 -0.01 01.410 SMITD rp 2 0. 0053 2.3 0 2871 0.018 15.0 1.00 10I.O . 1.000 0. 0. 220.713 230.477 CULVERT M1 kt 0.704 CD .t 4.540 loc-tv ohwhobrr to ho oloonodd0.4 01 2oo .. 100 20.900 4.540 4.000 0.200 0.07 0.493 OMITDSTp 21 0.6 0.763 2.0l 0 2007 0.018 17.4 1 00 1.00 1.800 0.5 1.0 0.5 220.750 220.03 4.000 0.000 0.2OO 0.00 0.10 BMLRO(3t, ithrootpoth) 0.0 0 3005 1,10 0.2130 0.010 7.0 0.00 0.00 1.100 0.5 120 0.5 220.032 221.100 _ __ 5.000 5.210 0.210 .0.11 0.221 OMLRD(3b Unod pn) 0.0 0 300 1.7 0 2118 .1 7.1 0.00 0 00 0.9000 0.0 locO0 0.0 221.00 20.07 ____ CULVERT .1 km 5.245 lIn1)(vh9- l4l. o!ron.d- d rod9d-d 10n ho b. .o0 hO I.0On1 mn0 _______ __ .Li4 O Oo 14.8000 0.120 -0.13 0.120 SMLTS (Typ. 2) 0.0 0200 1.20 0.1040 .1 3.5 1.00 1.00 0.500 0.42 0.500 0.A 2,10.0010 210.725 ____ 219.8000 CULVERT .1 k.tl14.000 14.000 10.000 0.200 -0.10 0.210 SMLTS (Typ.o 2) 0.0 0 274 1 43 0.1911 0.010 5.0 1.00 10 9.500 0.40 0.90 05 219.835 210.5000 19.000 10.010 0.010 .10 0.220 SMITS (Typo 2) 1.0 0 149 1.00 0 1383 0.011 2.2 1.00 1.00 0.500 0.50 0.500 0.5 210.000 210.400 2 19.400 15.010 .1501 sei 10.200 0.100 0.21 0.100 SMLTD f 21 0.9 0.240 1.39 0.1700 0.010 4.2 I 00 1.00 10.009 0.40 0.500 0.5 210.400 210.000 Ridg, 1 230.5000 2010 20.300 0.120 O0.5 0.120 BMIRD 3b LIned n.I 0.4 0.315 1.0 100 0.1 5000 00 070 .0 .0 .0 220.A4 230.531 CULVERT 01 km 20.315 Ridg 20.400 20.720 0.220 -0.24 0.330 8MIRDl30 Lh.od o 11 1.0 5 330 1.7 0 2040 0.010 0.5 0 00 0,00 0.700 0.600.7 0.00 231.003 230.318 00t0.11.1 20.720,with S1011 motor H-to. Pit _____ 3.0 20.720 20.001 9.10 8.150k3 0.204 BMIR 31, U-d. mn 1.1 0.203 1 5 0.1010 0.010 4.7 00 00 .70 050 07 0.50 230.A70 251.070 228.00 29.000 0.120 0.04 0.120 BMLRD(3b Unod Opon) 1.0 0.125 1 0.1200 0.010 1.7 0.00 0 00 0.599 0.0A.0 0.50 231.097 231.005 RId30.000 130.120 0.120 -0.50 0.120 BMIRD 3b Unod o~ 1.0 0.120 1.0 0 1200 0.910 . 0~00 0.00 0.5001 0.40 050.0 2100 231.100 CULVERT tl km 30.120 3__________ 0.120 30.200 0.000 .0.20 0.004 BMIRI(3b Lined m.1n 0.0 0 130 1.0 0.1275 0.01 1. 0 00 0.00 050 0.41 0.0 0.0 231.202 _231.2322 . _________30.200 30.400 0.200 ..0 0.551 BMLROI3b Un.dooo 0.0 0.000 22 0 2700 0.0109 14.2 00 00 0 1.15 0.70 1.0 0.70 231.032 200.879 30.400 50.000 0.220 0.0 0.508 I3MLRl3k Lind -1 0.0 0.070 20 0 3402 0.010 20.01 0DO 0 00 1Oo 0.80 1.0 0.00 230.779 23007 230.600 0.01.1l .10.6000with Stotr Wot., Horcot Pit Ridg 20.72 31.00 01.2010 .0.20 0.20 SMIRD 3b LInd o n) 0.0 0 320 1.0 0 2000 0.01 0. 0 00 0.00 0.1000 0.50.5 0.00 23051 22.6000 Ridg 2220 322.0 32.020 0.060 .0.03 0.003- SMLTD TY 2) 0.0 0.007 0.0 0.0027 0.010 0.7 1.00 I 00 050 0.20 0.0 A.4 220.0 3.0 CULVERT at km 32.020 319.30-0 Ou20 540 .3.460 30.000 0.500 0.00 0.525 OMITS ITm 2 0.7 0.79 -2.99 0.27 0.0,10 19.4 1.00 1 00 100 0.5 1.0 0.00 229.08 22.70 1 20.000 20.000 0.300 1 -0.00 0.315 BM Sh13 with Foomthl 0.0. 0054 2 10 0 20 0.01 12100 00a.20 001s. 220.400 22B.470 38.0900 20.000 0.100 -0.10 0.420 BMIR S3b ith Footpth 0.7 0.50 2.20 0.27 0.1 13.4 000 0.0 1.300 0. 15 00 220.470 227.371 30.000 30.9 .400 .0.13 0.040 BOIRD Sb fth F. .ti 0.0 099 2 00 0.33 2.1 3.0 0 00 0 00 1.5001 0.74 1.0 0.0 2.7 227.704 3009011 ot 50.20 with Stool W.I41. H-to Pit 30.00 30.000 0.200 .0.11 0M210 OMITS 21 0. 3j. 10 0 21 0.010 0.3 10 10 00 0I952 9.00 0.5 227.044 227.025 20 y 3000 40.000 0.200 .0.08 0.420 _ SMLTDSTP32 0.7 001 217 0 29 0.010 214.4 00 1.00 0.050 0.0 000 . 227.5255 227.350 31 - 40.09 40.20 0200 .0.00 0.030 BMLRD131 Unod o 1 0.0 0983 2060 0.32 I.1 1200 0 .0 . .0 0.7 227.080 22.7103 2 T 40.200 40.440 020 -0.10 0.0012 OMITSTp 21 1.0 000s 2.50 0.23 0.01 22.01 00 I 00 1.000 0.7T.0 . 2.0 220.713 000.11 .1 40.440,with Sto, motor H - -.- t Pit 2300.40091 -ii86 40.449 40.500 1 0.000 I -0.00 0.003 OMITS Ty 2) 0.4 0.10 1 12 0 14 0.010 2. 00 00 oo .7 050 0. 2.1 2. 3.15 Anriexure 3.2 (ld- F d. _ e.t A1(4) StOtt*)ZIj Slop*(Z2) Width (ItIiodn '14th Dpth F T (Rot) I(K-) (Rot) (% C.-t.o) to). S4oa. o (to) (it IV inz ZII IV In Z2 H (t) (o(t ()(o)t) 40.500 40.700.I 0.200 .0.10 0.273 SMLTD TP 21 0.0 03 1 0 0.21 0.010 6.0 1 00 1.00 060 0.5 0.050 0.5 226.802 226.541 4070 4.00 0.260 .0.20 0.546 SMLTS Tp,2 1.2 047 1.0 024 0.018 10.1 1.00 10 .00 0.2 1.000 0.0 226.541 225.870 * 011at404.00 to rN.r 1 232.00-0 R9d4 45.000 45.000 0.000 .1.51 0. 084 BM0RD3b nod i 1.3 0 07 0.70 0.00 0.016 0.7 0.00 0.00 0.000 0.28 0.50 0.0 220.110 227.006 45.0110 45.220 0.140 .0.00 0.231 RMI.RD 2bLo. 0.7 0630 1.70 0.21 0.010 0.0 0.00 0.00 1.000 0.5 1.00 0.0 227.000 227.776 45.220 45.320 0.100 0.04 0.236 BMLRD 3b Uo.d it 0.6 0.00 2.15 0.20 0.016 12.8 0 00 0.00 1.25 0.6 1.25 0.0 227.676 227.700 45.320 45.400 0.140 .0.10 0.442 BMLRD(3bUnod 0.0 os 0.04 200.20 0.010 15.2 0.00 0.00 1.200 0.00 1.25 0.7 227.654 227.200 45.460 45.520 0.060 .0.07 0.540 OMIRD(3b Uod 0.7 0083 2.80 0.32 0.010 21.3 0.00 0.00 1.500 0.7 1.50 0.7 227.500 227.407 Sfal t kml 45.530 227.400 Rid _ _ _ _ _ __ _ _ _ _ _ 620 46.340 0.140 .0.1 0.147 BMLRD(3b Unod opo) 0.6 0.245 1.4 0 1700 0.010 4.2 0.00 0.00 0.700 0.00 0.70 0.50 227.547 227.250 CULVERT at too 45.350 227.500 40.280 46.600 0.220 .0.114 0.221 OMIR 23b with F,tpth 0.7 0 30 1 70 0.21 0.018 6.8 00 00 0 1.00 0.2 1.00 0.5 22.2 27.022 40.600 46.600 0.200 -0.15 0.004 BMRU 3b with F , t 0.0 000o 2.20 0.20 0.010 12.1 0.00 00 100 0 0.4 1.00 0.6 228.023 220.543 44.000 47.000 0.A40 .0.24 0.651 BMRU 3b 4tth Foopah 1.1 0.00 2.30 020 0.010 12.1 0.00 0.00 1.500 0.54 1.00 0.6 226.543 226.205 47.000 47.200 0.200 .0.232 0.001 M8R Sb otth Footph 1.2 0.72 2.00 0.20 0.014 17.4 0.00 0 00 1.600 0.0 1.50 00 226.200 225.7500 Right Side__ _ _ _ _ _ __ _ __ _ __ ___ _ CDOat 4.540 fltito otton lob. o d.-i.d ad-d- nd to be. .054d 1-.So 2120.008 4.4 4.0 0.0 0.07 0.482 SMITDrV 21 0.6 0.70322 3.0 2007 0.016 17.4 1.00 1.00 1.600 0.5 1.500 0.5 220.750 220.632 4.000 .000 0.200 0.00 0.21 0 RMLRD(3b with F."tpah) 0.5 0 360 1.6 0 2130 0.010 7.6l 000 0.00 1.100 0.5 1.200 0.5 220.032 221.100 9 ridge 2_______________ 20.500 s..0002.2 10 0.210 .0.11 0.221 13MLRD(3b Ltood p." 0.0 0.380 1.7 0.2118 0.010 7.1 0.00 0.00 0.000 0.6 1.000 0.6 221.A000 220.767 CULVERT .t k. 5.245it n..fiooo t. jb. o..do.d ddm tol Ob. .lotda bylOnot ___________ _________ _____ _ __________14.6806 1.0 04120 .0.13 0.126 SMLTS (Typ.. 2) 0.6 0.200 1.0014 0.010 2.5i 1.00 1.00 0.500 0.43 0.500 0.4 210.000 210.725 ____ CLVERT at tom 14.8000 ________ ____ 21.MAN___ 141.100 10.000 0.20() .0.10 0.210 SMLTD (Typ. 2) 0.0 0.274 1.43 0.1011 - 0.01 5.0- 1.00 1.00 0.500 0.485 0.00 0.5 214.055 216.500 15.000 10.010 0.010 4.1.0 0.320 SMITD (1yp 2) 1.5 0. 140 1.P00 0.1383 0.010 2.2- 1.00 1 00 0.500 0.26 - 0.00 0.0 210.500 216.400 CUVERT 0t toi 15.01021.0 1_5.01_0 15.200 0.190 0.21 0.100 SMLTO ( a21 0.6 -0.240 1 340520131 0.1700 0.010 4.2 1.00 1.00 0.500 0.45 0.500 0.5 210.400 219.600 (10tf.11 at 25.0M 0.th Stot Wagt. Htow st Pit__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ __________ __ 25.000 25.100 0.100 0.45 2.016 BMLRD(3bi .th Footpath) 1.0 I 000 3 0.38000 -0.010 00.4 0 00 0.00 100 07 .0 07 2.0 2.2 0y _________ __ 25.180 25.2 40 0.160 0.50 1.611 SMLRS(3b withFootp.th) 1.6 1.200 3 2 0.3750 0.010 20.7 0.00 0.00 2.000 0.75 1.80 0.75 227.326 227.600 I y 2230 2.50 01M0.2 173 RU 3btofth Footth 1.0 1.00 4.2 0.4200 0.010 50.6 0 00 0.00 3.001) 0.75 1.50 0.5 2700 2.60 1 3 25.006 25.760 0.200 0.07 1.575 OMRU SbItthOF yh) 0.0 1.000 4.2 04300 0.010 00.6 0.00 000O 3.500 0.70 I.5 0.75 227.080 220.132 10.L....w.. 25.700 26.000 0.200 0.10 1.65 MLR S3bWttOFw hl 1.2- 1120 3.10 0.2070 0.010 31.6 0.00 0 00 2.000 0.7 1.50 0.70 228.103 228.740 18 w....... 26.000 26.220 0.220 0.18 1.05 BMRDUI wit0h Footp hl 1.1 0.035 2.0 0.3330 0.016 25.0 0.00 0.00 1.700 0.7 1.00 0.70 228.740 220.127 20L......r . 26.220 26.220 0.10 0.10 0.010 OMITS f 2) 0.6 0.000 3.0 0.3376 0.016 25.6l 1.00 1.00 1.400 0.60 1.0 0.05 220.177 229.281 26.320 20.600) 0.260 0.07 0.714 SMLTO TS 21 0.7 I 1.000 209 0.3431 0.016 27.2 1.00 1.00 1.500 0.60 _1.50 5.65 220.261 20.3 26.6801 27.000 6.520 0.12 0.226 SMITD ff 21 0.5 0.o53 1 2 3 0.2071 0.010 1-5.8 1.0 1.00 1.0O.616 .W 220.570 220.600 00.1 totowd tot.1 rod Ad,01 Stoon Wlat. H.t,oat Pk 2000 20.680 0.060 0.2 0.100 BmRU 3b Und mon 1.1 0.175 1.2 0.1408 5.01 2.7 0 00 0.00 0.500 0.5 0.50 0.00 23070 231.070 _________20.680 20.000 0.120 0.60 0.120 RMLRD(3b U.doapan) 1.1 0110 0.04 0.1170 5.010 1.5 0.00 0 00 0.000 0.37 0.00 0.00 231.070 231.045 20.000 50.150 0.120 .0.50 0.126 DMLRD 20 Uoad it. 1.0 0.125 1.0 0.1200 0.010 1.7 0.00 0.00 0.500 0.40 0.50 0.00 231.000 231.200 IVER at oo 2.130231.100 CULVERT Akm 30.12 50.120 50.260 0.080 .0.20 0.044 OMIRSt3b 10.4 opsnt 0.6 0.130 1.0 0,1275 0.010 1.0 0.00 0.00 050 0.41 0.50 0.50 221.302 231.222 0.1 30.200 20.460 026 ..M 0.257 BMLRI23bOUnd opnot 0.6 0.000 3.2 0.2750 0.010s 14.2 0.00 0.00 110 0.70 1.10 1 0.70 231.022 220.0709 ___ 30.488 30680 0.220 .0.0 050 BMRM 3b Unod 0w 0.6 0.070 2.0 0.3482 0.010 20.0 0.00 0.00 1.00.60 1.00 0.60 230.770 230.676 .44.11 t 30.680 .4th St.-o W9.1, H.ooaat Pit 230.600 20.720 31.000 0.200 .0.26 0204 BMRUt. SU-td it. 0.6 0.320 1.0 02000 0.016 6.1 0.00 0 00 0.00 .5 10 .0 2.1 3.0 220.6000 ioRldg! Anne.ure 3.2 Ch19 id. SWI.p . D5i1jd Ad.pt.d Bodllovrt wol-1dri LDot.tgth,. Hydraulic M-i' C.-wYsnc. Tot C Stute Drsto Frn ToA.oo ToeTypO of Drain V.1iouty A-. Poti.tnato MRnig.Dta.With Dpt Radius CoeftlciDantm (n` Siopa(Z1) Oiop(Z2) Width (incIludng Irs (Ba (aioT.m (K.) ho_rd 0.15) 9 DI.. Kn) (n) (K.n) (16) (C--n.c) tab Squa. . . nfl(i I. in 2 H IV InflH p) (n i) (n i)(n 32.000 32.020 0.060 -0.02 0.063 SMLTD Tp 2) 0.6 0.067 008 000127 0.01 0. .0 0 0.500 0.60.50 0.40 220.700 22.0 CjULVERT *t ha. 32.020 0 1002 229.200 Oual512.60toa s0d ,.2109.300 R5.460 00.960 0.500 0.06 0.020 SMLM TYP 21 0.7 0 700 200g 0.2725 0.010 10.4 1.00 I 00 1.000 0.3 1.00 0.00 220.003 _220.270 1 00.600 38.900 0.300 .0.06 0.315 IIIA1RE31, with Foot th) 0.0 0.04 2 10 0.20 0.010 12.1 0 00 0 00 1.200 0.6 1.06 0.0 2201.630I 228.470 00.9006 30.000 0.100 .0.10 0.420 BMILR 231 with Footpth) 0.0 0.40 1.00 0.24 0.010 8.0 0.00 0 00 1.000 0.6 1.06 0.0 220.470 228.371 36.000 20.206 0.200 -0.10 0.063 60R1 2 with FootMtht 1.0 0.00 2.40 0.20 0.010 16.1 0.00 0.00 1.500 0.6I.50 0.6 220.371 227.079V ijuttaii .t 30.26 with1 Stom Wator PArust Pit I0- 3020 2620 0.6 0.06 0.06 BMU813 20 ndt 0.2 0.23 1 40 0 10 0.016 - 2.7 0.00 0 00 0.500 0.0 0.00 -0.6 227.07 27.4 2 332 2.600 0.200 .0.00 0.357 SMLTD 7To 2) 0.5 0.00 2.27 0 20 0.016 15.8 1.00 1 00 1.000 0.6 41.06 0.0 227.0441 227.604 3960 2.1100 0.206 -0.06 0.067 SMLTD Ty 21 0.7 0.77 2052 0230 0.01 1612 1 00 I 00 1.250 0.0 1.06 0.0 227.064 227.025 20 y 3096 40.000 0.206 -006M 0.777 OMLTD TP 2) 0.0 006o 2 70 0.30 0.018 20.0 1.00 I 00 11200 0.7 1.00 0.7 227.425 227.255 21 0006 40.200 0.206 -0.06 0.007 BML b ShLin 0.0 1.1 3.00 0.37 0.01a 31.0 0.00 0 00 1.70 0.6 1.00 0.7 227.255 227.000 22 4026 40.440 0.200 .0.10 1.200OLT 1.2 1 07 2.00 0.30 0.010 31.1 101.0 ieeeo o.o 1.06 0.0 220.000 220.013 Cattai1 it 40.440 with11 Stoit Wate HevaPit Ph640 4640 40.50 0.060 -0.06 0.063 5MLTt2ff 21 0.2 0.30 1.40 0 20 0.010 5.010 1.00 0.5006 0.0 0.00 0. 226.613 220.900 0030 40.700 0.300 -0.16 0.273 SMLTD T t21 0.7 0.37 1.00 0 22 0.010 7.4 0 1.00 0.700 0.5 0.70 0.5 220.062 226.041 40.7061 40.00 I O.2M -6.26 0.546 SMLTD To,2) 1.2 0.47 1.06 0.24 0.010 10.010 1.00 inca0 0I10 0.0 226.541 225.070O OLtfa1i at 40.66 to rin2se00 Rida 45.000 45.000 0.060 -1.51 0.004 BMLRD(3bUnsd p*) 1.2 0.07 0.70 0.00 0.01 0.7 0 00 0 00 0.5oo 0.20 0.00 0.5 220.110 227.606 45.030 45.220 0.140 -0.06 0.231 BMLRD 3bbisad awn 0.7 0206 1.70 0.21 0.010 0.0 0.00 0.00 1.000 0.0 1.*00 0.5 227.006 227.770 45.220 45.320 0.106 0.00 0.233 BULRDI3b Lind WI 0.6 0.06 2.10 0.20 0.010 12.0 0.00 0400 1.250 0.6 1.25 0.6 227.870 227.754 45.320 45.400 0.140 -0.iO 0.483 BM Rf30 Lined M0.8 0004 220 0 20 0.010 1012 0.00 0.00 1inc coo8 i.25 0.7 227.634 227.566 44.460 40.520 0.560 .0.57 0.540 BM R S(b Used -1 0.7 0.03 2.60 0.32 0.010 21.3 0.00 0.0 1.500 0.7 1.00 0.7 227.5006 227.487 227.400 Out1ati ot tkt 45.530 Rid. 4UVR 1k.4.5 .010 461.340 0.140l -0.3 -0.147 BML 203 Lined n. 0.0 0.245 1.4 01750 0.010 4.3 0 00 0 00 0.700 0.50 0.70 0.00 227.047 227.350 227.5000 46.2110 40.6006 0.220 -0.14 0.231 BMLRD3 2hwh to 0.7 0.35 170 0.21 0.010 0.0 0 00 00 .0 . .6 0. 2.2 2.3 46.000 40.6006 016 .01 .0 01 S ihFo . 00 22 0 .1 1. 0 0 0..54 1.00 .6 226.823 220.542 40.060 4700 0.140 o024 0.0 8M0R6 3b wth F , th 1.19 0.00 2.20 0.00 0.010 13100 00 150 054 1 1.00 0 (.6 226.S43 Z216.200 47.000 471206 0.200 -0.22 0.061 I BMLRES(bwith Fotth 1 07 2.00 0.20 _ 0.001 17. 00 00 1.600 0.6 1.0 . 226.2050 225.7500 Oudati1 at 47.19 at r, aito roia and coodition 3-17 Anlnexure 3.2 Abstract of Dharamkot-Zira-Ferozepur Drainage Design ChlaoSid. Siops Deslgn.d Adopted Badfnm*rt levef of drain Total Conveyance MnAng's Coomy COSttmLength Ac. Slope Discharge Roquir.d (Kr) Type of Drain Velocity Coeffilolent Anoliblv et it et ek Diecio'F)T (A Slope(Z1) Siope=Z) Width (Includng f - T _______________ Brick Masonr Lined Rectangular Drain (Tvpe3a/3b) for Urban or Semi- Urban Area - ___________ SMITO rpe21aawnean Stone MasovLind Trapeodel DraIn ____ 1.000 01.00 0.545 -0.10 01.14 42.245 BMLRD(3b With Foo1.0h O 0.08 00. 0.00 0.00 .000M 0.7 1.50 0.7 220.083 210.705 iS rR 1.070 .0 0.074 0.31 0.510 9.247 BMLRtD 3bbwfh Footpath 11 0.010 9.6 0.00 0.0 1.000 0's 1.00 0OR 210.450 M1AN8 CULVERT at 22.015 8.700 ______ 2 .000 4.840 0.25 0 0.07 0326 90.07 BMLRDb wkth Foopth) 0. 0.018 10.3 0.00 0.0 1400 0.0 1.00 0.50 211.02 2111.1815 Sy Rk__________ 2.040 29.000 0.40 0.0.2 0.183 12.442 B1MLRf bwIth F 0.0 0.00 20.5 0.00 0.00 0.100 0.00 1.00 0.00 211.212 2142 T 20.000 20.060 0.060 .0.14 04S2 61.900 BMLRD(3 SwtFo iih 1.1 0.018 2.02 0.00 0.00 0.000 0.50 0.50 0.50 2111.44 2117.547 210.00 0. 0.440 40.10 0.687 214.27 BMLRDb SbOh Foo0.8h 0.018 240. 0.00 0.00 2.000 0.750 0.0 0.50 2J7.9117 210.001 __________ 0.1000 2.1 0.2160 .0.07 0.018 130.0 BMLRD3 SwOh Foovth) 0.6 0.10 4A .0 000 0 O 4.000 -0.50 .0.0 0.5 210.01 2177 10.20 GAO _0.11 i.97 2-W BLRD3b wh Fotpah) .2 2.2 000 .00 .70 0.7 1.0 0.5 1 1with _ 2ca128 h0pk CUILVERT ATIII IhIn 00 027001...0. .722__ _50 __M_RD _ 3b_____ Footpath___ _____ __ _1___ _ __ _ ______ ____ ___ 3__200 __ _ _ _ _____ 0__75_ 21__. __ 1 072 00 r 11.20 1.61 OAS I0.0 0.24 1.01 BMRD(b wh Fatpth) *6 8.9 0.0 O.D 1250 0.75 1.0 21.70 1 15.07-0Il Annexure 3.2 Abstract of Dharamkot-Zra.Ferozepur Drainage Design Cam Sid. Slope Deolond Adopted Bedfnv,t1-l1e of d,.in Tofte CooneYso. ,otIooe Coovoysn- wnA CDSrtw ..ngt An. Slope Did.cege R.qtd,.d (K,) Typo of Drab V.loclty Coetlitiont A"1lel Dpt idhD,th FomT DId Fa on) (K.) Slop*)Zl) Stope(Z2) Wit ieldo 0 FDeom.lT. 00.040 04.440 0.400 0.05 0.420 10.507 BMLRD Sit Lined omn 0.6 1 0It 18.7 0.00 -0.00 1.S00 0.05 1.50 .0 107.941 190.154 50.40 0600 0.250 .11 0.203 7.950 EMLRDISS U-nd ooeni 0.7 -0.01 0.0 0.D00 I 0.00 1.500 0.4 1.50 04 108.204 1MAN3 Ridg AT km 04.690 191.___2 56.700 07.000 0.300 .0.06 0.315 1MA45 OMLRD(3b, Lined am.n) 0.5 0.010 12.6 0.00 0.00 1.000 0.5 ISO0 0.50 100.011 147.010 ______ __________57.00 57.100 0.100 .0.01 0.504 17.344 BMLRD(3, Lined oL0n) 0.7 0.010 17.? sos0 0.sa 2.200 0.s ISO0 0.50 107.010g 107.047 CULVERT at kan 57.l8S __ _ __ _ __ _ _ _ _ __ _ __ _ _ __ _ 07.9000 50.000 0.100 .0.10- 0.105 3.320 BMLRD(3bt with Footoelt 0.0 0.010 3.5 0.00 0.00 0.000 0.0 0.70 0.5 157.400 197.300 _____ v 58.000 00.3N 0.300 .0.5 050 22.024 OMLRD(3b wit Footoeth) 0.0 0.010 22.0 0.00 0.00 2.000 0.4 1.00 0.0 127.200 1 17.001 20 V 0.ifII to tow lend with Sto,m Hamrvoo ____00 Right Side___ 24040 20010 0.110 0.0.2 -0.116 3442 BMLRD(3b with Fo th) 0.4 0.010 42.5 .0 0.0. 0 0000 000 0 0.50 2100 1.2 Co0I210 0.t024.000 Ole.3 0 062 BLDS MFomt . .1 080.00 .00 00000.0 00.50 211.42 211.347 lune" 02500 2004 .00 ( 0.14 0.221 BMR(bwt wwh . .1 61 00 .0 I5 . Z.7 1. 0.90 I.O 0.00 07" 15" MLR(3bwkh oototto 0.2 lul 22. 040 000 2000 0.5 19.6i 111312.019 Annexure 3.2 Abstract of Dharamkot-ZIra-Ferozepur Drainage Design Chaloage Skid. Slop. Doollned Adopted Badlownou lav.l of drain CD Strutueft Length, A. Slo TtapC-". Typo of0mai Velocity Cogftelonvt Anallblo et Romrks Dlirection From To sDshreRWd(, (n [K) Sop(I Slope=Z) Width (iiln lt Dopth Eron, T. (Km) Kml JjIL M lCwnocl oVo IV loZI H 1V In Z2 H (ml I J5 (ml (Ml 28.068 25.500 0.440 -0.10 0GU3S 21.527 BMLRD Sbwl6FotpaF 8.8 .1 osl 2o.5 0.00 -0.00 25.000 0.80 0.50 0.500 1. 210.881 28.50O 25.oiO 0.3110 -0.07 1.010 1 3.703 BMLRD3 bwith ott.hF 5 0.010 25.4 0.00 0.00 48500 _ 0.80 0.80 0.80 210.081 210.787 CULVERT withk. 25hpl 25.820 20.000 0.1180 0.01 0.051 SIMI0 BMLRD 3b Lldopodo 0. .010 50.0 0.00 0.00 4.00 0. 1.50 0.0 210.577 2110.000 2 y 20.00 28.20 0.20 0.02 0.462 37.100 BULR S3b LIned o 0.3 0.010 57.0 0.0 0.0 5.00 0. 1.80 0.0 2110.100 210.031 10 yr RP 20.200 26.440 0.240 0.10 0.252 0.220 BMLRDjl2bUnod ooni . 0.010 0.8 0.00 0.00 100 0.0 1.00 0.0 210.731 211.125 Rid _ _ _ __ _ _ _ _ _ _ ___ _ _ _ 20.4O 20.080 0.100 .0.00 0.100 3.411 SMOLTDITyo. 21 0.0 0.010 2.0 1.00 1.00 0.500 0.4 0Om 0.5 211.144 211.053 Dloductd 8.1 __________20.080 27.0010 0.420 -0.00 0.540 0.2 SOOLTO lTyoo 21 0.0 0.010 101.2 I 1.00 1.00 0.750 0.7 0.75 0.0 218.002 2110.000 27.00 27. LOSS05 -0.11 0.600 10.855 SMLM TVD tv 21 0.0 0.010 185.0 11.00 1.00 1.000 0.0 1.00 8.0 210.000 2110.530 CULVERT at km 27.053 __________210.500 _____ CULVERT at km 20.111 20935 2O,O11a30to0 0.o2 01000. w1 &h OtoOMLRD3omoih Fio _____. ______ OM_M__20____ ___2__22_0936 2 v SOA sam ON 0119 0.55 11,73 OLRD3b hh ootath 0. 0018oao 0.0 2100 0.5 1.5 0. 2011.111 2011.3 20v Annexure 3.3 List of Settlements Si. Chainage (km) L Side (Left/ Distance from No. Village\Town From TLength Right/Both) C/L (m) Chandigarh-Landran-Chuni-Sirhind Road I Sohana Village 9.700 11.100 1.400 Both 10 2 Landran Market 12.100 13.100 1.000 Both 10 3 Landran Village 13.500 14.600 1.100 Both 9 4 Sohana Village 16.500 17.000 0.500 Both 10 5 Chanderi Village 19.300 19.600 0.300 Both 9 6 Majatri Village 22.200 22.500 0.300 Both 8 7 Chuni Kalan Market 24.900 26.000 1.100 Both 10 8 Badali Market 29.000 30.300 1.300 Both 10 9 Jodyapura Village 32.500 32.800 0.300 Both 12 10 Peer Jain Village 34.100 34.400 0.300 Both 12 11 Bhaironpur Market 37.500 37.800 0.300 Both 12 12 Kotla Bijuwada Village 38.400 39.400 1.000 Both 15 13 Fatehgarh Sahib Village 41.100 42.000 0.900 Left 20 14 Sirhind town 42.300 44.100 1.800 Both 15 15 Sirhind chowk town 47.000 47.900 0.900 Both 12 Nagar-Aur-Rahon Road 1 Nagar Town 6.400 6.500 0.100 Both 15 2 Raipur Raian Village 11.000 11.600 0.600 Both 10 3 Silkiyana Village 12.800 13.200 0.400 Both 10 4 Lasara Market 14.400 14.800 0.400 Both 12 5 Chakdana Village 16.500 19.000 2.500 Both 10 6 Balauni Village 20.400 20.550 0.150 Both 12 7 Aur Town 21.450 23.000 1.550 Both 10 8 Garcha Village 25.450 26.150 0.700 Both 11 9 Mehrampur Village 27.000 27.500 0.500 Both 13 10 Rahon Town 32.900 33.200 0.300 Both 15 Tarn-Taran - Chabal - Attari Road I Trantaran Town 0.000 1.000 1.000 Both 15 2 Nurdi Village 4.900 5.100 0.200 Both 12 3 Chabal Village 12.600 14.100 1.500 Both 10 4 Bugrai Village 16.200 16.300 0.100 Both 20 5 Gandi Bind Village 21.250 21.400 0.150 Both 20 6 Sarai Mand Khan Vill. 23.300 23.800 0.500 Both 20 7 Burji Village 28.500 28.650 0.150 Both 15 8 Rajatal Village 29.700 29.850 0.150 Both 25 9 Rajatal Market 30.100 30.200 0.100 Both 15 10 Pacca pind Village 36.850 37.000 0.150 Both 12 11 Attari Village 38.800 39.600 0.800 Both 10 3 - 21 Annexure 3.3 Si. Vl. eTwChainage (km) Leth Side (Left! Distance from No. | llg\on |From |: To |Right/Both) | CAL (m) Kapurthala -Tarn Taran Road 1 Kapoorthala Chungi Town 0.000 0.700 0.700 Both 15 2 Parvez Nagar Market 4.700 5.000 0.300 Both 15 3 Khirawali Market 8.000 8.300 0.300 Left 20 4 Unchapind Village 11.300 11.400 0.100 Left 15 5 Unchapind Market 12.300 12.700 0.400 Both 14 6 Fattudinga Village 14.500 15.000 0.500 Both 15 7 Mundimore Market 17.400 17.500 0.100 Both 15 8 Amratpur Village 20.500 20.700 0.200 Both 9 9 Govindwall Town 24.000 25.000 1.000 Both 30 10 Govindwall Market 25.300 26.000 0.700 Both 20 11 Fatehabad Market 29.100 30.900 1.800 Both 8 12 Parwal Village 32.700 32.800 0.100 Both 12 13 Sakhe Chack Village 38.900 39.100 0.200 Both 10 14 Naurangabad Village 42.300 42.600 0.300 Both 8 15 Sanga Village 45.400 45.550 0.150 Both 15 16 Govindwall Bypass Market 47.000 47.500 0.500 Both 12 Dharmkot - Zira - Ferozepur Road 1 Dharmkot Town 0.000 1.500 1.500 Both 15 2 Peerpur pind Village 7.700 7.900 0.200 Right 15 3 Kotisakhan Town 8.000 11.000 3.000 Both 10 4 Talwandi Jalakhan Market 16.900 17.000 0.100 Right 12 5 Zira Town 23.000 26.000 3.000 Both 10 6 Pheroki Village 27.500 27.600 0.100 Left 30 7 Mehar Singhwala Village 30.000 31.000 1.000 Both 15 8 Markhai Village 32.700 33.000 0.300 Both 20 9 Chuchak Village 35.700 36.400 0.700 Both 20 10 Padona Village 40.800 41.000 0.200 Both 20 11 Kulgarhai Village 46.000 46.700 0.700 Both 25 12 Sher Khan Market 48.500 49.100 0.600 Both 20 13 Sadehasin Village 52.800 53.000 0.200 Both 15 14 Janer Village 53.800 54.000 0.200 Right 25 15 Mokham Khan Village 56.700 57.350 0.650 Left 20 16 Sohni Village 58.000 58.600 0.600 Both 15 3 - 22 Annexure 3.3 List of Educational Institute SI. Name/Type Chainge Side (Left! Distance from Location Right) C/L (m) Chandigarh-Landran-Chuni-Sirhind Road 1 Sr Secondary School 10.250 Left 10 Sohana Village 2 Primary School 21.200 Right 13 Majatri Village 3 Engineering Collage 26.900 Left 50 Sarkapara Village 4 Primary School 34.500 Left 60 Peer Jain Village 5 PrimarySchool 38.500 Left 10 Kotla Bijuwada Village 6 Public School 38.900 Left 300 Kotla Bijuwada Village 7 Public School 39.900 Right 15 Kotla Bijuwada Village 8 Primary School 40.600 Left 20 Attewali Village 9 Engineering Collage 41.900 Right 20 Fatehgarh Sahib Village Naga-Aur -Rahon Road I Primary School 11.450 Right 10 Raipur Raian Village 2 Public School 17.550 Right 9 Chakdana Village 3 Public School 22.000 Left 13 Aur Market 4 Public School 22.900 Left 50 Aur Market 5 Public School 25.500 Right 12 Garcha Village Tarn Taran - Chabal - Attari Road I Primary School 6.750 Left 15 Kotdaramchand Village 2 Primary School 7.400 Left 12 Kotdaramchand Village 3 Primary School 12.400 Left 12 Chabal Town 4 Primary School 17.100 Left 13 Doda Village 5 Primary School 21.600 Right 25 Gandi vind Village 6 Primary School 28.900 Left 12 Khurd Village 7 Primary School 29.050 Left 15 Rajatal Village 8 Public School 37.800 Right 13 Pacca Village 9 Primary School 40.100 Left 15 Attari Village Kapurthala-Tarn Taran Road engmeermg ana 3.100 Left 15 Gurunanakpura Village hAolnp rrar nam nl o a _ _ __ __ _ __ __ _ 2 Primary School 5.500 Right 10 Parvaze Nagar 3 Primary School 8.600 Right 30 Khirawali Village 4 Primary School 10.100 Right 18 Khirawali Village 5 Public School 12.900 Right 15 UcchaVillage 6 Primary School 25.400 Left 30 Govindwal Village 7 Primary School 30.400 Right 15 Fatehabad Town 8 Primary School 30.900 Left 15 Fatehabad Town 9 Primary School 32.800 Left 13 Parwal Village 3 - 23 Annexure 3.3 Si. No. Name/Type Chaige Side (Left/ Distance from Location Right) CIL (in) 10 Primary School 37.25 Left 13 Vaipui Village 11 Primary School 40.4 Left 10 Sekh Chhak Village 12 Primary School 40.7 Left 15 Sekh Chhak Village 13 Primary School 42.3 Left 10 Naurangabad Village 14 Primary School 42.7 Left 13 Naurangabad Village Dharamkot-Zira-Ferozepur Road I Primary School 1.450 Left 50 Dharamkot Town 2 Primary School 3.350 Left 20 Noorpur Hakima Village 3 Primary School 5.500 Right 13 Khandayal Village 4 Primary School 8.200 Right 20 Kotisakhan Village 5 Polytechanic Collage 8.500 Left 15 Kotisakhan Village 6 Primary School 9.300 Right 12 Kotisakhan Village 7 Sr. Secondary School 10.300 Left 12 Kotisakhan Village 8 Primary School 13.500 Right 13 Mahalpind Village 9 Higher Secondary 16.990 Right 12 Talwandi Village 10 Primary School 24.700 Left 15 Zira Town 11 Primnary School 26.100 Right 10 Zira Town 12 Prinary School 27.300 Right 70 Batiawala Village 13 Primary School 27.800 Right 12 Batiawala Village 14 Public School 30.300 Right 20 Mehrsinghwala Village 15 Primary School 33.400 Left 15 Mehrsinghwala Village 16 Primary School 36.400 Left 12 Chuchak Village 17 Primary School 40.700 Left 12 Padona Village 18 Primary School 41.100 Left 15 Padona Village 19 Sr. Secondary School 48.600 Left 70 Sher Singh Khan Village 20 Sr. Secondary School 49.200 Left 13 Sher Singh Khan Village 21 Primary School 55.650 Right 13 Dumariwala Village 3 - 24 - - -- -- -- -- -- -- -- - - - - Annexure 4.1 LIST OF ENHANCEMENT SITE Si. Name of Chainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from CIL Representative Drawing No. Enhancement Site (m) Suggested Proposed Boundary wall, l C hajndiah Lsuuwaa vitting 5lO igl 1 arh LL I /3g C g Upender Singh Boutingd wall, satting PRBDB/ENV/ Gurudwara Landran 15.100 Right 10 Gurudwara arrangement and ENH/CHD- Sirhind ge Pardhan rng Plantation, SIR/ 01/03 E i l hr xop on a Brick Pavement Hadpm, Boundary wall, Insttue roadto Rand access Chanderi Harish Sharma sittin Screenge PRBDB/ENV/ Temple Vilg 19.200 Right 9 arr angement and Landsapng ENH/HD/ VlaePriest of Temple foeigFlowering SR 20 plantation abtation ,nt Harjender Singh Parking, water Parking, Sitting PRBDB/ENV/ Gurudwara Vhuig 25.850 Right 16 Gurudwara tap, and sitting Arrangement, ENHICHD- Pardhan arrangement Landscaping SIR/ 03/03I Educational Along the Refer Annexure 2.8 (9 Nos.) Improved access Improvement in As per Site Institute road to Road access Vegetative Vegetative Screen Vegetative PRBDB/ENV/ Screen Landran 14.60 Right 6 Barrier Screen Barrier EN/06D/12 Barrier 061 Alon thePRBDB/ENV/ Bus Bays Alongth Refer Volume-I Main Report (18 Nos.) Landscaping Landscaping ENH/STD/VB 9 Nos road I11/12 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 4-1I I I l I I I I I I I --- --- ---- - - -- -- Annexure 4.1 Si. Name of Chainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from C/L Representative Drawing No. Enhancement Site (m) Suggested Proposed Waste Community Landscaping Landscaping PRBDB/EN V/ Water Lakhnaur 12.800 Left 8 ENH/STD- Ponds WWP/ 02/12 Community Landscaping Landscaping PRBDB/ENV/ Atte Walla 40.700 Left 6 ENHISTD- -___ WWP/02/12 - Boundary wall BasinanPRBDB/ENV/ o aa- u- Cremation Bhaa8.00anft1fromaya allh roside,ie, Boundary l,ENHNWall,-. 2 agaron r Gremtound vlaeHardayal Singh Hand pump, SittingENHAG Nagar-Aun Grud Dhak 8.900 Left 10 Sarpanch Sitting Arrangement, ENH/N01/1 Rahon Gr d village Sarrangement and Landscaping RAH/ 01/12 Entry gate Boundary wall BonayWl,IBBEV from all side. onayWl, PBBEV Temple Mehram 27.900 Right 10 Vivek Kumar flowering Si ENH/NAG- pur village Care Taker plantation and Arrangement, RAH/ 02/12 Hlandaio pump Landscaping Educational Along the Refer Annexure 2.8 (5 Nos.) Improved access Improvement in As per site Institute road to Road access PRBDB/ENV/ Bus Bays Along the Refer Volume-I Main Report (18 Nos.) Landscaping Landscaping ENH/STD/VB 7 Nos road /11/12 Garca Lndscpin & andsapig & PPBDB/ENV/ Village gate GViarcha 22 .4 50 Right 18 Land Pmp H and Pu p ENH/STD/VE Villge Hnd ump and ump / 5/12 Finial ReLport Volumne IV-A: Env'ironmenti Assessment and Managemwent Plan (Rehabilitation Component) 4 -2 I l I I I I I ! I - - - - - - - - -- - -- -- -- - -- Annexure 4.1 Si. Name of Chainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from C/L Representative Drawing No. Enhancement Site )(i) Suggested Proposed S Commu Sitting platform Sitting platform PRBDB/ENV/ Sitting Silklyana 12.900 Right 10 omunty around the trees around the trees ENH/STD/RS arrangement village Pl 7/12 . Sitting platform Sitting platform PRBDB/ENV/ Chakdana 17.200 Right 10 Communty around the trees around the trees ENH/STD/RS village P/ 7/12 Waste MahalPRBDB/ENVI Water Pond Mhaurd 24.300 Right 7 Community Landscaping Landscaping ENH/STD- Water Pod KhurdWWP/ 02/12 lr PRBDB/ENV/ Garcha 25.100 Right 7 Community Landscaping Landscaping ENH/STD- ge WWP/ 02/12 C ~iBm.i PRBDB/ENV/ x Village 25.850 Left 6 Community Landscaping Landscaping ENH/STD- WWP/ 02/12 Final Report Volume IV-A: Environ,nent Assessment and Management Plan (Rehabilitation Component) 4-3 I ! i I I I I ! II m - - --------- -- ------ Annexure 4.1 Si. Name of . Chainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from C/L Representative Drawing No. Enhancement Site (m) Suggested Proposed Sitting Sitting Platform PRBDB/ENV/ -* Tam-Taran- Kot . around trees, ER,/EAV 3 Chabal- School Dharam 6.800 Left 10 Simerpal arrangement, Prayer Platformn 3 N, ,A- Attari khurd Head Teacher flowering Improvement in' ATT/RSP/0l/ plantation acesse. 3 Round sitting arrangement, tree Sitting PRBDB/ENV/ Mangal Singh plantation, Arrangement, ENH/TAR- V -- Gurudwara va 35.00 Right 13 Gurudwara Boundary wall Boundary Wall, ATT/RSP/02/ L. village Pardhan and water tap Paving for acess 3S arrangement at improvement 3 front side Sitting - .- s t Boundary wall Arrangement, PRBDB/ENV/ Cremation Attari 40.050 Left 12 Sarpanch from four side, Boundary Wall, ENH/TAR- Ground village . e - Kartar Singh Entry gate and Paving for acess ATT/RSP/03/ Tree plantation, improvement, 3 Gate Parking, Parking, PRBDB/ENV/ Kos Minar Before 25.800 Right 15 Landscaping, Landscaping, PBSTD/12 Rajatal Rih 5Pavement, Guard Pavement, EHST/KO12 Market rail Guard rail BeoeParking. Parking, PBBEV Kos M Binar Raafar 29.650 Left 18 Landscaping, Landscaping, NPRBDB/ENV Mo ia aarktal 2.5 et Pavement, Guard Pavement, EN/S8a D/12 rail Guard rail Educational Along the Refer Annexure 2.8 (II Nos.) Improved access Improvement in As per site Education Institute Institute road to Road access Final Report Volunme IV-A: Env ironnment Assessment and Manaigement Plan (Rehabilitation Component) 4 -4 I I I i I I I I ---- ------- - -- -- m --- Annexure 4.1 Si. Nad of Ch Distance Authorized Type of Enhancement Photographs of No. Road Type Location (kin) Side from C/L Representative Drawing No. Enhancement Site (m) Suggested Proposed PRBDB/ENV/E Bus Bays Refer Volume-I Main Report (20 Nos.) Landscaping Landscaping NH/STD/VB/ 10 11/12 Sitting platform Sitting platform PRBDENE I nos. Rajatal 29.800 Left 1 2 Community around the trees around the trees NHISTD/RSP/ 7/12 Sitting Pacca 36.900 13.50 Community Sitting platform Sitting platform PRBDB/ERVSE 2 nos arrangement Pind . . around the trees around the trees 7/12 39.000 PRBDB/ENV/E Attari Right Sitting platform Sitting platform NH STD/RSP/ 2 nos. Village Right 15.00 Community around the trees around the trees 7H/12 /SP ns Waste water Nurdi 5 100 Right Community Sitting platform Sitting platform PRBDB/ENV/E pond Village 510 Rgt I Cmuiy around the trees around the trees 7H/12 /RP PRBDB/ENV/ Chabal 12.100 Left 8 Community Landscaping Landscaping ENH/STD- . VillageWWP/ 02/12m PRBDB/ENV/ Village 13.100 Left 9 Community Landscaping Landscaping ENH/STD- WWP/ 02/12 Parking, Sitting Parking, Kprthala- Khirawali JgihSnh arrangement and Landscaping, PRBD/ENV- K4pu Gurudwara 10.000 Right 20 Gurudwara FloerngGae,Had Tan-arnvilaeSeadrplantation Pump TR0/2- Final Report Voltume I V-.4: Environnment Assessment and AManagement Plan (Rehabilitation Comnponent) 4-5 Annexure 4.1 Si. Nad oc Chainage Distance Authorized Type of Enhancement Photographs of No. Road Tp Loain (km) Sie fo f ersnaieDrawing No. Enhancement Site (m) Suggested Proposed Mundi Sitting Parking, PRBDB/ENV/ Mazar More 18.700 Left 15 Yusuf Kamal arrangement, Landscaping, ENHIKAP- village Care Taker Hand pump and Gate, Hand TAR/02/02 tre plntaion Pump Educational Refer Annexure 2.8 (14 Nos.) to Road access As Per Site Institute tmpoveod access Ipoeeti sPrSt PRBDB/ENV/E Bus Bays Refer Volume-I Main Report (24 Nos.) Landscape Landscape NWISTDfVB/ 11/12 Sitting Kapurthala 0 Sitting platforn Sitting platform NH/STD/RSP/ I nos. arrangement Chungi around the trees around the trees 7/12 Amritpur . Sitting platform Sitting platform PRBDB/ENV/ village 20.600 around the trees around thefom ENH/STD/RS 1 nos. Parking, Parking, PRBDB/ENVI Kos Minar 38.000 Left 30 Pavement, Guard Landscping, EN/1STDNB rail Guard rail /61 PRBDB/ENV/ Brick Kill 33.000 Right Vegetative Screen Vegetative ENHSTDVB Barrer Sree Barier /06/12 Mundi PRBDB/ENV/ Pond More 18.300 Right ENH/STD/PD village __ _ _ _ _ _ _ _ /3/12 Parwal PRBDB/ENV/ Village gate P 32.600 Left 25 Landscaping & Landscaping EN STD/ VE Village Hand Pump Hand Pump 5/12 PRBDB/ENV/ Waste wate Ratoda 13.500 Left 6 Community Landscaping Landscaping ENWISTD- pond Village WWP/ 02/12 Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 4-6 m - -- - - -- ----- Annexure 4.1 Si. Name of Chainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from C/L Representative Drawing No. Enhancement Site __m____Suggested Proposed PRBDB/ENV/ Fatehabad 29.100 Right 9 Community Landscaping Landscaping ENH/STD- Market WWP/ 02/12 Boundary from Gt,Budr Dharamkot- Noo pur wall three side, wl,StigPBBEV 5 Zirarkt Primary Hakima 3.300 I.eft 2z0 Head Tec her Entry gte, sting afangee. ntd ENHyDHR School Haia 330 Lf 0 Dharam Pal arrangement and arneet N/H--¶Ummi-~ Ferozepur village flowering Landscaping, FER/a 1/02 .- s plantation Brick Pavement Broundm wa ll Boundary Wall, o Khadfromi hreallna i side, Brick Pavement, PRBDBIENV/ Temple vlae 5.900 Left 10 Kihr hra StigSitting ENH/DHR- vhllage Temple Priest arrangement, arrangement and FER/02/02 Water tap, and Gate. -,>: tree plantation . a. Educational Refer Annexure 2.8 (21 Nos.) Improved access Improving in As per Site Institute to Road access PRBDB/ENV/E Bus Bays Refer Volume-I Main Report (20 Nos.) Landscape Landscape NH/STD/VB/ 10 11/12 PRBDB/ENV/E Sitting Markhai 32.750 Left 12 Community Around trees Around trees NH/STD/RSP/ affangement 7/12 Sherkhan 48.800 Left 10 Village Waste Talwandi PRBDB/ENV/ Water Jalle Khan 16.700 Left 8 Community Landscaping Landscaping ENH/STD- Ponds village WWP/ 02/12 Final Report Volume I V-A: En vironment Assessment and Managerment Plan (Rehabilitation Componient) 4-7 i - - - - ---- - -- ---- - - Annexure 4.1 Si. Name of C hainage Distance Authorized Type of Enhancement Photographs of No. Road Type Location (km) Side from CIL Representative Drawing No. Enhancement Site (i)(in) Suggested Proposed PRBDB/ENV/ Sherkhan 49.100 Left 8 Community Landscaping Landscaping ENH/STD- Village WWP/ 02/12 Mokham PRBDB/ENV/ Khan 57.900 Right 8 Community Landscaping Landscaping ENH/STD- Village WWP/ 02/12 Final Report Voluame I V-A: Environment Assessnient and Management Plan (Rehabilitationi Component) 4-8 A i __-_SLOTS 100MM C/C SUPPORTING MES ANGLE FRAME GEOTEXTILE MIRAFI 140 N OR SIMILAR M : ANGLE APPROVED MAKE- (25 M X 25MM X 3MM) G.LA c G.L. ELEVATION SECTION A-A GEOTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE SECTION A-A A-. GEOTEXTI E MIRAFI 275 27 | 140 N OR SIMILAR I_I_I_|_| SUAPPROVED MAKE (25MM X 25MM X 3MM) ANGLE (25MM X 25MM X 3MM)SUPPORTED ON MESH CE 111 . I IIBINDING WIRE sn:1625 |THROUGH SLOTS 11 :" O&MO 0MMN lM^ A A- . DETAIL AT, A 313 ~~~~PLAN W-I~L Punjab Roads and Bridges | Pib Sbtat Road Sector Design I: Geolextlh Debi hr |R^ -- | DevebpmentBoard I I -o I1 | Pb 4)|Slla 12|= = = r.c.cW~F..C (<) eMn2 0 Lt .TIPC 140 r m P 1W- .9U .4 NU e n-, ., 9,9,4 l NAME -O--1IL SAT " 75MW fIcIc P.C.C. (MsO) O SECTICON A-A -ZIQ&~ - UZn .- I n meRuim -Ot 140 17 OMIN NTtH A or 1s4- AL - - - - - - - -- -. ORAI WIT A SUMOf 1340 g M L -- --- -- 3loom w KETY PTAN PLAN OF OIL INTERCEPTOR 1) FOL OW D -UIUU ONLY. 3) ML nmmU DI Mm UN1,W OSU NIMD. U) AY cm= TO a mm To 33 APU UT To SUE-O CSUwAUI. Pujb Roads sand Bridges|NT| Puni'ab State Road SOclo | e l n 3 : o 0brew /:|rf=| -- m - m m - - m - COPING AUTlOCLAVE I CELLULAR BLOCK tlYl I I I,E E! PCC f FISTCORE /FBIKSCN OREO RC ESCSTENG WALL SO / ELEVATION SECTION ELEVATION WAL WI _____________________________=___I II III I=II II iii I I I = II IIAI F III R SECTION FIRST COURSE OF EXISTING WALL FIRST COURSE OF AUTOCLAVE CELLULAR BLOCK A'/z/A/ FIRST COURSE OF BRICK SECOND COURSE OF BRICK IN RAT-TRAP BOND IN RAT-TRAP BOND SECOND COURSE OF EXISTING WALL SECOND COURSE OF AUTOCLAVE CELLULAR BLOCK TYPE 2: NEW BRI CK WALL WITH CAVITY TYPE 1: EXTENDING EXISTING WALL AS A NOISE BARRIER Intercontinenlol Co-sult4IlS & Technocr-t. Pvt.Ltd. Recision: A-B, Green Prk Ne. Delh, - 110016 Punjab Roads and Bridges Punjab State Road Sector Ph 2686- 3000. 26964757. Fo. 2685-5252 DRAWING NUMBER Development Board sALE - NTS Project Package-Il (Phase-i) Design of Noise Barriers W|E.or I G t IE 0 5| 0.0G PRBDB/ENV/ENH/STO/NB/12/15 Dev lo me t B ar .l d hr I b4. hr --IO,UP h Icpro.d I,r Generalised Traffic D DL9 Calming Scheme 176'0 176 D1 Road hump 0 m (I 00mm high x sm long) plus information sign o 0 O 0 Road hump waming Delineators 50 m sign A 0 o with reflectors o 0 Gateway sign -- incorporating speed I 0 , u0 m limit and place name IKARAURA signs on yellow 0 O backing board End of speed 150 m Rumble strips restriction sign (4 strps 0.5m wide 4mapart 1 5mm high) 0 Not to scale Pubjab etake Rcd ector Poject kvetI .ei.ea&?.kei ?A 1*4 visions PujbRatadfigspackag-i (Mo0re-) o peteseg Projet GINER&USI. lb 11001 Pnb fod e SCALE: NTS Repot for ado-Raa" - abot GVI N:cID i o: PWSE/EMV/SM/ /13/15 Devlopnent Boa" 2.0o. m leth CALI1G MR= (aekUDhr-aurIced) Rompi~ eb4i Ap,dDp12Nu - - __- - RUMBLE STRIPS llr,--r* n uRun.ul. iMpi U..Inhundndowrd ii. p v. 0 inno0 uuu.wy gn H l.si.'i nlui uuOu 1111. llm .di.Spi..dvnlgnfs and 1mud ci. - h;i 0* , Vl lDr nOS ppnm b.h.p i dn p .gn sn4l n mi warning ROAD HUMP RAL I 9m , SOm 40 m 50m 50 m ign- SOm vlLAC; IHvIod m00-go P.l m 2mI20 . . . . . !rrn vwF p`:t1ng a'".1.9 1 0r J *lnue aJi9, Ipn Inllmmolory FIen (LA2l*Ev;I2 ) IF TIIE VlEtA00E ripSdllIm H MArn(LAROUT CH-1NAGE) T AWE HUMP5MABM NHEREDEMAlYEC . R HOt DERTHE ENGN"EER EDGEt LIN...- CARF IAGE wAY GENERAL NtllE I RC: 35-19 7 IN THE FOLLOWING WAYS UA ...TYPE A!RUMBLE STRIPS, ROAD HUMP & GATEWAY 9 . ~TYPE 8.RUMBLE STRIPS & GATEWAY H TIE THERMOPLASTIC T TYPE D:RUMBLE STRIPS ONLY 0GE UNE '(IN ADVANCE OF HAZARDS SUCH AS SHIARF' lLNll'S;) 2. SUPERVISIC CONSULTANT WILL DETERMINE WHICH TO . AUSE IN UAISON WITH TRAFFIC POLICE AND COMMUNITh 12I SOF _ROAD_ HUMPl nformnotory sIgn REPRESENTATIVES.! ELA&i Fivi *- - - - 3-= -= - - - - 11 f < S ' 't---- G - l- -- -SHOU.DER UN ON FILLET CARR AE WAY DELNEATORS T4AL)'; 25 2o0 WU 50 1 110 250 n0 1750 lii 1550 0500 2750 3M 3050 tALr CHORD tD0Ol InH ) II- LONGITUDINAL SECTION r KERND WHITED SHULDER SHOULDER W MAI.PEM15O0 DETAILS OF RUMBLE STRIPS ELMi TRANSVERSE SECTION 1. MAX. HEIGHT OF RUMBLE STRIP IS 5 - 15mm (ROUNDED PROFILE) TRANSVERSE SFCTION 2. RUMBLE STRIP TO BE CONSTRUCTED FROM OPEN-GRADED 1. HEIGHI OF ROAO HUMP IS 100mm PREMIX SITUMINOUS SURFACING AS PER IRC SPEC.511 2. ROAD HUMP TO BE CONSTRUCTED FROM DITUMINOUS CONCRETE 3. EACH STRIP TO BE MARKED WITH A 150mm WIOE YELLOW UNE AS PER IRC SPEC.509 USING HOT APPUED THERMOPLASTIC .. ROAD HUUP IS TO EXTEND OVER THE PAVED SHOULDER AND THE 4.EACH STRIP TO EXTEND TO THE EDGE OF THE PAVED SHOULDER SIDES TAPERED DOWN TO GROUND LEVEL - -iJ|b Hups, ond -rIdges RUMBLE STRIPS ph I sees-loco uee-5 luGudSCM.& NOT TO SCALE Rep.rt fo Rehabinliative of abouto.i.. DRAWING Nu: PR9D/IQV1-8TI:/I/hiiIm gookrnznElnrd 2 54.000 Kz Road Length RUBL STRIPSa Nt s" I- - .---kotla..ID rl|Saiggr ktlDur-8rl Road) od. ty Irvrn C 1 bd by 14-iZ1t -d b, I FUR .-- -. . . 1 hBOm | 1BOm I Side Rood Right 120m 1 20m Reflectors (Type-TA2) A - ~ - -% -L - - - - --- 1 -4- Major Road - L - - - - 1.251 Side Rood Right Hump Ahead E U 0 R-17m -, O - I: |1,5m |2.0m 1.5m L-5.0m LONGITUDINAL SECTION OF SPEED BREAKER IleeaU.rosisal. Caraltat. & .b.#t PAt 1U. lveo& Punjab State Roatd Sector Project Package-U1 A-I Oreaar Nen dl - 11l11 .- PUIINJAH ROADS AND BRIDGES (Pha|e-1) For Detailed Project Report for TYPICAL DETAIL OF | e DRAtNG No:PRtiDt/MIC J,'Ro DEVELOPM4ENT BOARD SCALE:-NTS RehabliltaUco of about 254.000 Km Road Length SPEED BREAflR | ZKR DrAWING RBOr/MSpeed ,rO (-larkcUa-Dhul-SaAgrur Road) .e.- &r DW". b I.*.d by IA"-" by 702 MUM, Speed breaker RAISED PEDESTRIAN CROSSING RUMBLE STRIP DETAILS SCALE 1:100 SCALE 1:10 ;. rRUMBttLE STRIPS TYPE 1: LI.1 - - RUMBLE slRiPS TYPE 2 q~2 t sewwe r seWfwo wr ew rsssr t. (30 x c. r> rss 'AWMtt s s e -- SECTION A-A SCALE 0: 10 RUMBE ST0IPS tYPE 30 80M ^ -f . s.so # 00to wl 880 .. Itcw o cs e 48. 00 0 8 I VUMEt S RIPS TYPE 4: SECTION Ar SPEED IAtImP Xnjlm i e x . alc *, *R UMBLE STRIP PRINCIPLES AT APPROCH TO VILLAGES /TOWNS RUMBLE STRIP PRINCIPLES AT RAISED.. . c.... ..... PEDESTRIAN CROSSING OR SPEED HUMP SCALE 1:S500 MA - R "~~)ML S4"P TWE "4fl. '11 -.21 LI - 35001 - SCL 1:1 '00 IL st nol R Mcr. 2i09t nlu e 6i RUMBLENRT OV STRI PRNCILE AT RAISE r.0 7 80tDWO>G t T PEDESTRIAN CROSSINGtor ORjeSPEEDksHUMP 8TN0It PIDSRA RSI(- p o9VAnGN:P90ms//'-? SCALE 1:500ec iepr fr pigD W LIAND. I'ltJA8RAD AN B. 8G SC811.T R28 1a nO kot 5.0 m OdlnthIm L WSJ -4b IM ELPMEN BOAtD (slaroUliDhur-galgrurR0Cd PCv i Not.,:- t, ePP*uebb et & dde *i KIm.t6.7$g, 30.770 A 35.eeo 2. P@ . t 1hl*k 2BOmm CSB, 22Bmm WUm & proh6 Carp,. J. Cendtr Uenf e Dhbn. ' A be O per TdA o:ll Sp*ae Arr,n D,l,1 PliK:A -A AND 1- X . K- 1 800 , A 25 115 7 r1 15 115 25 . I I I ' I I I Note:- 1. All Dimensions are in mm. o Il I I I I I I I I I I LI LI RCC Platform * Verticol Brick PLAN Support 1Omm thk Cement Plaster Finish RCC Platform Vertical Brick Support RCC Platform / Verticol Brick Support RCPafr Lnl .n CDrv ELEVATION SECTION AT AA Inrtrcoa9i-nd 1 C-ult-nts & Technocradt PotLOLt, R.vs ons Punjab Roads and Bridges Punjab State Road Sector A8.G.nPr.N.D1i-101 SCALE NTS Prjc akg-lStandard Drg. for Sitting Platform for Ph 2686-3000, 26964757. F.. 2685-5252 DRAWING NUMBER Development Board Prjc akg-1(Phase-i) PRBDB [j~j EENU P.n&G-N boaEE s. PRD8O/ENV/ENH/STD/SP/1/15 - -y,db OsM by C--k. by AoU, db ROAD .-i*300O - -=--------- ---- ------------ / =====~~- = - =- == ==- - = - == - -- - . -. .. -------------------------XXX --BrckPain ---------------- --------- .... --- ------------------------------ ------------------ --------,---- .. . ------------------- .) - -" - - -- --- -- (Hedges,acting as screens, :s.^oa-.===== .6s,,noDw \to be provided all along the A WASTE W E PWaste Water Pond ) (300xl 50)mm _____ ROAD __ __ _ _ -G-Ne1- - - - - - - - - *Punjab Roads and Bridges ||Punjab State Road Sector Standard Drawing for Enhancement | Ph '2L6E86-3000. N2e6W96477 F-e, 2685-5252 t td DRAWNG NUMER Development Board SCAUE: NTS |Project Package-11 (Phase-i) | of Waste Water Pond | >1 | Chto ckedUN byEE |. otpoewdy PRhBD/ENV/ENH/STD/WWP/2/150 Preewdy Dsiged y necedE Aocoudb I I I I I I I I -r--n-r - rn rn rnr rn rn rn. Bund POND \~ .--. - - - -. :--==== - ----- ROAD=-------- I~~~~~~~ - - , - - - - - i - - = - - ............ - =- \ A for use of for community people XI,s Catch = ,=,='t' S.----,-.-. (300x150)mm CONCEPTUAL SECTION THROUGH AA AA- Z:7 ,=-------=- ---..--.==----------=------ . x / :- -------- --- --- =------ = = =- -- ,. =- - =--=.--=- / Sitting Platform ,,~ ~ ~ ~ - -= == - -= - -= = - == - = ---,====-,----- POND - Paved Path ==========-=-Ij- -- Catch Drain -^ - - = - - - - - - - - K Shrubs - - - - - - - - - - - - Slttln- - - - - ,, - . - - - - - -" - - - ' - "/ - - -V -or \ - - --- - - - .-- - ---- -0 0 Shrubs - ;-;j;~ ___ Sitting Platform - Paved Path/ A CC Platform , ..-- Embankment for washing clothes DETAIL AT X PLAN NOTE:- 1. FOR SITTING PLATFORM DETAIL REFER DRG.NO PRBDB/ENV/ENH/STD/SP/1 /15 lnterconft,nntl Conultants & Technocrts Pvt.Ltd, Reisions h, Green Park, New Delhi - 110016 Punjab Roads and Bridges Punjab State Road Sector Standard drawing for Ph 2686-3000. 26964757. F.e 2685-5252 DRAWING NUMBER Development Board SCALE NTS Project Package-11 (Phase-i) Enhancement of Pond Ob| neAr COHUNIa NADEE croaed Or PRBDB/ENV/ENH/STD/PO/3/15 I i i t i i i i I I i I I i i i I 300, 0 .- IVVV 7 .' .,. ., ........... ...... Z~Hand Pumnp/ 0 Public Water Tap 0 C 3 SHRUBS----,, 0 . ,,n, = § ' .7 /.800- .,,,4,,,,,,.~ ~ ~ ~ ,,-,, /C: \,,,,,4,,,S s,,-,,t , -2000 $i ; 30 Z'< .'io-.n.,30 O---l,# TYPICAL LAYOUT OF HAND PUMP/PUBLIC WATER 5.. , ,,,,,,s-, ... . . . DRAIN UNDER FOOTPATH 0 ROAD L2. - PLAN u L SECTION AT B-B NOTES:- Shurbs }1. ALL DIMENSIONS ARE IN MM ^~ ~ 20 0 - 00-A- 1000 SECTION AT A-A Intercontinental Consuftert T ehorts Pvt.Ltd. eiin Punjab Roads and Bridges Punjab State Road Sector A-5. hGen Psrew De7l.hi- 110019 DvlmnBrSCALE :-NTS Typical DesignofPublicDrinking W-Ph i 26a6-3000 269647| F | 265-5252 DRAWING NUMBER Development Board SAE NSProject Package-Il (Phase-i) T Soual esign ofRubalc Drinkin Water oz D ~PRBDB/EW/ENH/STD/DWS/4/I 5 i I i I i i i I B Hand PumpZ 00Public Water Top 00 o200 02 TYPICAL LAYOUT OF HAND PUMP/PUBLIC WATER DRAIN UNDER FOOTPATH L t300 00 ROAD PLAN SECTION AT B-B NOTES:- 1. ALL DIMENSIONS ARE IN MM >~1 00- /000 , >7 0 n SECTION AT A-A Wne~en tin"tol Cons.lto.ts & Th.mhnmts PtLtId. RevA. 264 7F,DWiNGiNMBE Punjab Roads and Bridges Punjab State Road Sector l l-Ph-' 2n, ' N964D 57F-a.'6A52 DRAWING NUMBER Development Board SCALE NTS Project Package-l (Phase-i) Typical Design of Public Drinking Water .L" | O. .A. PRBOO/ENV/ENH/STD/DWS/4o/1 5 Source in Urban Areas cI --- - --- . - -- ---- - - Hand Pump VILLAGE] Yz, Gateway to Village Ground covers/* Plants/shrubs ENT. TO VILLAGE PLAN Gateway to Village (< CONCEPTUAL ELEVATION - a 1n.. Intoro-tin-et.l C.os-lt.rts & T-chry-rt, PoUtLd. Re lonisIO __ A-B Green Park, le,o Dehi - 110016 Punjab Roads and Bridge Punjab State Road SectorStnadDg RAIGNME Development Board SCALE NTS Project Package-11 (Phase-i) orEntranceneti ilg FEN P~GUNI WDEEM 0. S.R PRBDB/ENV/ENH/STD/VE/5/15 Pcerpar.d by I D.i,..d b, Ch.ck.d by IApp-cdby I :iI I I i 2000 1000 0 -1000 1000 MS FLAT MS -JLE R - ~---1---- - | . . . . . -- -- . . . . . P O T. . . --- . . . . .. . . . . - . . . . . . . . . . . .. . .. . . .. . . . .- . ...... .......-1!PC ... . .... . . . . . . . . .W.RE .EC. . . . . 1 , ~~~. ,.....,,. j.. . . .. . . ..... ..... .. . -! .- . ., ... .. . .. .- .. .. . ... ... . ... . . . ... . . .- :, . . . . . : .; . : . ! . . . . . t' . ,' . '.,'.' ., '' . . . """' . ' ' .' .';."' ' ;' . . . . . . . . . . . . , . . . .* . . . . ! w R E - . . . ' . -. ,**. * -* - -. * . . . ,-,~~~~~~~~~~~~~~~ . . . . . . . . . . 1-, - . > . *,, ''.. . ..1-''- . ' *. . . . -: . . . . . . . . . . . . I.REES, - . --* ;.. . .. . . . . . . . . .. . . . . . . . . . . . . CLIMBERS ...... -- . . , I.' . . . ,' . . . '.' . . . . . . . , . ... -., , ,. . :-. . , . '.., . . . . .. . ., . .. , ' . ' =A_ Gree Park Ne Deh - 110016 K - SCAEl x 'D NT Pr oject Packae-11 (Phase-i) EEU PAGN 1DSAM DeeopetJ OVER|- FLOWERING \ . 'Vv V 'V 'V 'V ' V HEDGE S £I.. TTREE A S C EASOAL FLOWERNPLNTS R U H GRONDDOVRS/EDGS/REEER THC PC ...,\ \ \ \/ / v v , FPAVED WITLOWH ERIRE ES PLAN SEXIS ING KINGT MIN NOTE INTRLOCKNG CONCRS/ETGESBLCKEPR KOSMIAR) XSIN O IA 1. FOR DIMENSIONS REFER DRG. NO. FPAVERS PRBDB/ENV/ENH/STD/KOS/8a/1 5 I YO OIJUN ,yy IflmbkD( I SA-S. r Or,NAL FLOERING 110016 Punjab Roads and Bridges Pu|njabjStatetRoaddSector SttandardDrggForForaEnhancement f6fl°GPh 2686-3000. 26964757. h,o- 2685-52ts2tDRAWING NUMBER Development Board SCALE NTS Project Package-l (Phase-i) of KOS MINAR Along Road Side |EEOOTIGOS bbMNaR D ba | PRBDB/ENV/ENH/STD/KOS/B/15 NOTEp INERfLOCKINGqe CONCRETEy BLOCKbd I I I I I I ! I I I I Ornamental Tree Guard With MS Bars 12 no's 8mm0 - - Bars 1.85m Long 4 no's 25x 6mm MS Flat (in two halves) 25x6mm0 MS Flat .- \12 no's 8mm0 3 No's Ring 6000 Bars 1.85m Long 25x6mm0 MS Flat 3 No's Ring 6000 4 n' - - - - 4 no's 25x 6mm - . = - - =- - MS Flat (in two halves) PLAN ELEVATION -0JUE 00 IUY - 0,,, Inte cont, nent Co-,uto-ts & Technoc ts Pot.Ltd. Revisin Punjb Rads nd rides nA 60~ev Poo Dc Ohi - 1 10016 aunjab Roadsuand Bndges Punjab State Road Sector Omamental Tree Guard Ph':c 268e6 3000 266407Pn665 DRAWING NUMBER Development Board SCALE NTS Project Package-Il (Phase-i) With MS Bars MEENU POebGUN, RNNOEEM D. S0NRNb PRBDB/ENV/ENH/STD/TG/9/15 Prp,.dfln b D..in-d by Checked by Appr-dob i i I I I I I I lI I BEAM (230X150MM.) BEAM (230X150MM.) 15mm THK CEMENT -15mm THK. CEMENT PLASTERFIHNISH PLASTER FINISH EAM (230X150MM.) ,,,BEAM (230X150MM.) N.G.L. N.G.L. 1 ' < C C. - H C Lt|, 12Lb (HeW;C 2-10 (THRFJ) BOUNDARY WALL DETAIL BOUNDARY WALL DETAIL BEAM (230X150MM) r-.-1,.I,onrs P erf Ov, I d,Revision Punjab Roads and Bridges Punjab State Road Sector .u .. |all Detil DRAWING NUMBER Development Board SCALE NTS Project Package-lI (Phase-i) Typical Boundary Wall Detail IjI|$|j I, PR8DB/ENV/CNH/STD/BW/1o/15 I I I I I I I I I I E D S R 8 SITRE R NSSNGE 2 - jER Bujx ---- I I I i L - - m m - m m - m m - m COPING I zm ~AUTOCLAVE L CELLULAR BLOCK ilL_T IlIII PCC EXISTING WALL ELEVATION SECTION ELEVATION __ HSECTION FIRST COURSE OF EXISTING WALL FIRST COURSE OF AUTOCLAVE CELLULAR BLOCK II FIRST COURSE OF BRICK SECOND COURSE OF BRICK IN RAT-TRAP BOND IN RAT-TRAP BOND SECOND COURSE OF EXISTING WALL SECOND COURSE OF AUTOCLAVE CELLULAR BLOCK TYPE 2: NEW BRI CK WALL WITH CAVITY TYPE 1: EXTENDING EXISTING WALL AS A NOISE BARRIER 1,-B. C,ve- Po~. N-v NGh I VI(Olt Punjab Roads and Bridges Punjab State Road Sector Desig of Noise Barr,is 1,%4 1?9"7 F- MoW ->' DRAWING NUBE Development Board SCALE:- NTS Project Package-II (Phase-i) Design of Noise Barriers TO/NS 2/15 I I : Generalised Traffic D 9D Calming Scheme 6 Road hump 0 m (1 00mm high x 8m long) plus information ____-_ sign o 0 o 0 Road hump warning Delineators | 50 m sign Q 0 with reflectors o 0 Gateway sign a O incorporating speed 0 1 00 m limit and place name IKRAURA signs on yellow 0 O backing board End of speed Rumble strips restriction sign (4 stnps 0.5miwide 4m apart 0 15mm high) Not to scale -Re.n D.Doe I Dcrlptlon D-d Pmnjae State Road Sector Project - t) eNERAISED.a Ceusuitexts a Technocrats . t AII. Revisions Purnjab Roads and Bridges Package-U (Phase-1) For Detailed Projeat GNRUEDmni b sea-30 Greff 1100-65 Deeomn od SCALE: NTS Report for Rehabilitation of about CEEALISED TRii C Ph- RWIGNo RBDEK/NHS6/W/1/ Devlomet.oad00O Mm Road Taagth-CLIGS I I I.DRWN o:PB8EWiHSD/W/31 (Malerkotla-Dhuri-Sangrur Road) Pro)prepre"i te by I DeekeA by I ACe,e&b Mm momNlI --- Boundary Wall Brick Col. 2m.High 0.45X0.45m 5m 5mA Bougain- Sitting Platform -villea I \Ashoka Tree tM IBoundary Wall 02m High ] \ 1 E | l r <11CONCIEPTUAL SECTIlON THROUGH AA hqeeChequere: TTiles Tl GURUDWARA o E LO LEGEND 0 '' E Ashoka Trees Flowering Shrubs _____(Bougainvillea) A ~ Z Sitting Platform 90M WNote:- Boundar Wall 1. For Sitting Platform Detail Refer Drg. no PLAN 2m High PRBDB/ENV/ENH/STD/SP/1/15 2. For Boundary Wall Detail Refer Drg. no PRBDB/ENV/ENH/STD/BW/1 0/15 ntercont,nento1 Consjtoots & TechnocrGts Pvt Ltd. Revisions Punjab Roads and Bridges Punjab State Road Sector Enhancement of Gurudwara at P8. rke 11016| DRAWING NUMBER Development Board scALE NTS Project Package-lI (Phase-i) Km 15.100 | I P.LGU.S | byEEt 0 D0 00bC PRBDB/ENV/ENH/CHD-SIR/01/03 Deeom n A ~Chandigarh-Landran-Sirhind Road A~05dt O~fe0 f,kOS 0,0,-0 bt I I I I I I I i I I i I m - - --m - - -m m - m m Boundary Wall Brick Col. 0 ty 5m H 0.45X0.45m m BuovlBounldar Wall PLAN_ 2m High ELE Co LEGEND Nt: 0) 0 Cquedre d Ashoka Trees E 9rnmtls~-.r Flowering Shrubs (Bougainvillea) 2m Hh BSitting Platform 4k PC \. -Sitting Platform around Existing Tree Boundary Wall Ashoka Tree Nt: 2m High Bogan'Il Bhequerei till1. For Sitting Platform Detail Refer lDrg. no PRBDB/ENV/ENH/STD/SP/l/15 ~ 2. For Sitting Platform around existing tree 150mmtl--i PCCDetail Refer Drawing no. CarigeayPRBDB/ENV/ENH/STD/RSP/7/15 3. For Boundary Wall Detail Refer Drg. no PRBDB/ENV/ENH/STD/BW/10/15 CONCEPTUAL SECTION THROUGH AA Intercotinnta C-nult-nts Technocro.ts Pvltd, Revisions Punjab Roads and Bridges Punjab State Road Sector |hEnhancement of Temple at 2 A-D8W NrUeM BPEkR Ne.Dh 1006 SCALE NTS En 1rojec on Phhan cementof mle at Gr p or k Des2830 De6h7 | 068 5 by N Development Board Project Package-Il (Phase-i) K 1920o I IE".DEE. EII 0 PR8OB/FNV/ENH/CHD-S1R/02/03 PhandirahdLandrasSirhdndRoad n ak.d bly Appan-dfl --- c, \ ~Toe Wall- IT o 0.23m high 16 Concrete Block . -~~~ @ / LEEN E A 1r ' , f 0P 9 R t} Ashoka Trees PLAO -E SSitting Platform Asok Tre Bougainvillea Ashok Tree \ /Note.- Interlocking Conc. BlckPaere2mmth 0 L Ehi PFBDB/ENv/ENH/STD/SP/1/15 a ~~~~CONCEPTUAL SECTION THROUGH AA o1NN1. .4 00n | Ch *U d bE IneroninnolCosutnt Tehocat FIltd.in S reubson Punjab Roads and Bridges Punjab State Road Sector Enhancement of Gunudwara Parking at ;, 5WIo6' W /6s7l-Falo263l5-5252 DRAWiNG NUMBER DvlpetBoard SA -NTS Project Package-Il (Phase-i) Kma25.garh onandran-Sirhind Road | P NODEEM |0 Sh'URM PRBDB/ENV/ENH-/CHD-SIR/03/03 Develoment CALE handiarh-Bougaainville Roa Pooedfy 0,ydby Cleka l ApOmdb I ' i - - --- - - m -------1 I t;3 aBrick Col. I 9 A / 0.45XO.45M E Bounda Wall '. Existing Boundary C/) Paved Platform for Conducting Prayers 150m A- _ _ _ _ _ _ School Plan Note:- /Arond ioree bT ginviii ockina Concnroe tock Pav 1. For Sitting Platform Around Existing , 150"r MIA thk. P.C.C. -,- frrioey...........- - tor conducting Preys) Tree Detail Refer Dwg.No. PRBDB/ENV/ENH/STD/RSP/7/15 CONCEPTUAL SECTION THROUGH AA RO0 JUNE 05 Ini rOla~ 0 l nt.rc-ntieneta1 Consultants & Tech-ocrts Pot. Ltd. eiin Punjab Roads and Bridges Punjab State Road Sector Enhancement of School at Ph 2686-3000A 26964757B Faa 2685-5252 DRAWING NUMBER Development Board SCALE - NTS Project Package-Il (Phase-i) Km 6.800 on j | K.K | soOcco |D SHRRUY PRBDB/ENV/ENH/TAR-ATT/01/03 Tarantaran-Chabal-Attari Road L-q- | r b |DiaOed by CI.cfh- 5dby | Appr-d b I J l Bric01. bounaar IWall . 0.__45X0.45M /2M.High1om ____ - LEGEND g Ashoka Trees GURUDWARA - Kaner O Counds Wall Sitting Platform O . Around Existing L6 Tree E N20m Note:- 1. For sittln Platform Around Existing Tree Detail Refer IC, Dwg. No. :0 PRBDB/ENV/ENH/STD/RSP/7/15 l 2. For Bounda Wall Detail g 0Refer Dwg. No. PRBDB/ENV/ENH/STD/BW/10/15 AA~ A I I 13 U) U Boundary Wall 2M.High ~B~ounda Wall 2M.HIGH PLAN Ashoka Tree Sitting Platform Koner Sitting Platform Ashoka Around Existing Tree Around Existing Tree Interlocking Concrete Block / / / m mm m Pavers Oer 1 50mm thk. FR [BE - mm PCC Carrioa= ......... CONCEPTUAL SECTION THROUGH AA litercentinentol Consultants Teh crs Pvt d, Reviaions Punab ~~u dhU DKJ~ PujabA-B.Gen ak Now Delhi- 110016 Punjab Roads and Brdge Punjab State Road Sedor Enhancement of Gurudwara at Ph 288n-3000 26964757 -Fa 26885-5252 DRAWING NUMBER Devebpment Board SCALE NTS Project PWkage.ll (Pias-4) Km 35.000 on K K.K.YArv | Wi D. SHM | PRBDE/ENV/ENH/TAR-ATT/02/03 Tamtaran - Chabal - Attan Road 0 |-d by | - by A| d t,b i I i I I i i i I I j I I I I I i I I i I LEGEND @? Ashoka Trees Qj KonerBonayW1 Sitting Platform s ~~~~Brick Col./ Q 5 04X.45M 0 4 2'Q Cremotorium C /@ ,\ E oudr Wl hLAL 12m \Boundary Wall 73m co 2M.High cn PLAN I I AshkaTre-r Sitting Platform rKaner Interlocking Concrete Block Payers Over 1 50mm thk. P.C.. -- .L- -- .-'T - Cara e a I l \ . ~ 5 s5 V . 5 - . ** vi. r . . *. .-- *- '* . . . - Note:- CONCEPTUAL SECTION THROUGH AA 1.- For sitting Platform Detail Refer Dwg. No. PRBDB/ENV/ENH/STD/SP/1/15 2. For Boundary Wall Detail Refer Dwg. No. PRBDB/ENV/ENH/STD/BW/10/15 R5Ofl. Intercontnental Consultants & Technocrots Pvt Ltd. Revisions Punjb Rods nd Bidge PbA-8, Green Pork. New Delhi - 110016 PunjabRoadsandBridges Punjab State Road Sector Enhancement of Crematorium at Ph 2686-3000. 26964757. oF, 2685-5252 DRAWING NUMBER Development Board SCALE NTS Project Package-ll (Phase-i) Km 40.050 on K | KK.YAV | PHLGLN | OEEtJ 0 SH b PRBDB/ENV/ENH/TAR-ATr/03/03 Tarntaran - Chabal - Attan Road Pre . h.d by i . by I n -p.d by Ap nb i i i i I i i I i i i I i i I I I Existing Boundary Wall 2M.HIGH 50Gm it _20!1 o 1 7m- o E A PARKING GURUDWAR A LEGEND ~ AshokaTrees C ; 20m =shok CL (Bougainvillea) sitting Platform PLAN Note:- 1. For Sitting Platform Detail Refer Drg. no PRBDB/ENV/ENH/STD/SP/1/15 Ashoka Tree Bougainvillea Interlocking concrete block Sitting Platform pavers over 150mm thick Carriageway \ 150mm thick PCC-E, - -/ - CONCEPTUAL SECTION THROUGH AA I,trcn,-ne~nto1 C-.sut-nts Te-hnocr.t Pot Ltd. Revision Punjab Roads and Bridges Pujb State Road Sector Enhancement of Gurudwara at a A-8, Gr (rk N -DIh 1 10016 DAIGNME Development Board scAF NTS Project Package-1l (Phase-i) Km 10.000 on b - D PFd-B/ENV/ENH/KAP -TAR O102 Kapurthala-Fatehabad-Tarantaran Road Prepby tM ;LEGEND ii _______r_ _ Hand g i Ashoka Trees Flowering Shrubs (Bougainvillea) I ^ -- ~20m- - e' A <4U~i4r ~ _ - Sitting Platform 0l 0 ) E Chequered tiles . Existing . tK boundary wall Note:- t ,1. For Sitting Platform Refer Drg. no Q____-___________PRBDB/ENV/ENH/STD/SP/1 /15 PLAN Sitting Platform Ashoka Tree/ re ie ( Existing Boundary 1 50rrm th'ick- i Wl CONCEPTUAL SECTION THROUGH AA ----0R JUNE 0D 0, I On,.,,ko Inter-nt-rnto1 Consult-nts & Technocrts Pvt.td. eiin Punjab Roads and Bridges Punjab State Road Sector Enhancement of Mazar at A Gre-Prk, Ne. Delhi - 110016Rev inN P 26630,26964757. Fa. 2685-5252 DAIGN M E Development Board SCLE NTS Project Package-lI (Phase-i) Km 18.700 M EE.V | - PHLUI | EEI asRUs PRBDB/ENV/ENH/KAP-TAR/02/02 Kapurthala-Fatehabad-Tarantaran Roadd by by Chec by ppd I I I m m - m m m m m m m m m m - Brick Col. Boundary Wall 0.45XO.45m 2m.High Boundary Wall 0 LEGEN 0 AN E 0 LEGEND Ashoka Trees E Flowering Shrubs (Bougainvillea) PLANBounary allSitting Platform Boundary Wall 2m.High Sitting Plafform Bougainvilleo- \Note:- Boundary Wall Ashoka Tree- 2m High \\ 1. For Sitting Platform Detail Refer Cncreter vDrg. no PRBDB/ENV/ENH/STD/SP/1/15 Carragewy 15mm tk Scool2. For Boundary Wall Detail Refer Drg. no PRBDB/ENV/ENH/STD/BW/10/15 CONCEPTUAL SECTION THROUGH AA I RO I .t-rc-t-nt1 C ft-t & Techocr-ts Pvt Ltd. R Punjab Roads and Bridges Punjab State Road Sector Enhancement of Primary school at AG.. Pork N.. 110016R Delhi etR00 Ph 686300. 296457.Fox2685-5252 DA IGN M E DevelpmentDharamkot - Zira - Ferozpur Road Boad TSPrjec PckgeIl(Phsei)Km3.30 flj 74j t,0ne,o~ om spp-eo t,,/N/EHDRFE/1Q --- -~ m m m m m m - m Boundar Wall BikCl 5m2m High 0.45X.45m I Boundar Wall 0 L( > ag [ $ g Flowering Shrubs - (Bougainvillea) ]\ Z )- rm Sitting Platform X |PLAN \Boundar Wall 3m 2m2m.High Sitting Platform Develoment Bard, Qa | AI NT Projet PakaeIl(Paei) Darmkt-Zirail - eoprRa EN bbGN bEU 0 yA PRBDB/ENV/ENH/SDH-R/BW/10jl Dhrm ot-Zra-FroprRod - | P,.pored by |Dfignad by |Cflebk.d by |Apybobed by A- i Annex 5.1 National Ambient Air Quality Standard Pollutant Time Sensitive Industrial Residential, Method of Measurement Weighted Area Area Rural & Average Other Areas Sulphur Dioxide Annual* 15 ltg/m3 80 jig/m3 60 jlg/n3 Lmproved West and (SO2) 24 hours** 30 jLg/m3 120 jLg/m3 80 jig/mr Ultraviolet Fluorescence 3 -Jacob & Hochheiser Oxides of Annual* 15 jLg/M3 80 lig/mr3 60 jig/M3 Modified method Nitrogen (NOx) 24 hours** 30 pg/m3 120 jg/m3 80 jg/m3 Gas phase x Chemiluninescence Suspended Annual* 70 jig/m3 360 jig/rn3 140 jig/r3 High Volume Sampler Particulate (Average flow rate not Matter (SPM) 24 hours** 100 pg/m3 500 jig/m3 200 jlg/m3 less than 1.1 m3/minute) Respirable Respirable Particulate Particulate Annual* 50 jlg/m3 120 jig/m3 60 ig/rn3 Matter Sampler Matter (RPM) 24 hours** 75 lig/m3 150 jig/rn3 100 jig/m3 Size < 10im AAS Method after Lead Annual* 0.50 jig/M3 1.0 jig/M3 0.75 jig/m3 sampling using (Pb) 24 hours** 0.75 jlg/m3 1.5 jig/m3 1.00 jig/m3 EPM 2000 or equivalent filter paper Carbon 8 hours** 1.0 mg/m3 5.0 mg/m3 2.0 mg/m3 Non-dispersive infrared Monoxide (CO) I hour 2.0 mg/mr3 10.0 mg/mr3 4.0 mg/m3 Spectroscopy * Annual arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly at uniform interval **24 hourly/8 hourly values should be met 98% of the time in a year. However, 2% of the time, it may exceed but not on two consecutive days. Source: Central Pollution Control Board, 1997 Gazette Notification dated 4/94, Part II Sec 3 (ii) Final Report Volume IV-A. Environment Assessment and Management Plan (Rehabilitation Component) 5-1 i I i I i i i I i I I Annex 5.2 National Ambient Noise Quality Standard Area Code Category of Zones Limits of Leq in dB(A) Day* Night* A Industrial 75 70 B Commercial 65 55 C Residential 55 45 D Silence Zone ** 50 40 * Daytime shall meanfrom 6.00am to 10.00pm and Night shall meanfrom 10.00pm to 6.00 am ** Silence zone is defined as area up to 100 meters around premises of hospitals, educational institutions and courts. Use of vehicles horns, loud speakers and bursting of cracking are banned in these zones. Final Report Volume IY-A: Environment Assessment and Management Plan (Rehabilitation Component) 5-2 ------ Annex 5.3 National Ambient Water Quality Standard Sr. Parameters (Class C) IS:10500 Method Adopted PH 6.5-8.5 6.5-8.5 pH meter 2 BOD (3 days 270C) 3.0 NS DO-Azide modification of I BOD (3_ays27°)_N Wrinkler's method 3 Temperature ( C) NS NS Thermometer Azide Modification of 4 Dissolved oxygen 4 NS Wrinkler's method 5 Color (Hazen) 300 NS Visual Comparison method 6 Fluorides (F) 1.5 1.0 (1.5) SPANDS method 7 Chlorides (Cl) 600 250(1000) Argentometric Titration 8 Total Dissolved Solids 1500 500 (2000) Gravimetric Analysis 9 Sulphates (SO4) 400 200 (400) Barium Chloride method 10 Iron (Fe) 50 0.3 (1.0) Phenanthrolin method 1 1 Oil and Grease 0.1 NS Partition - Gravimetric method 12 Nitrates 50 45 (100) Chromotropic acid 1 ChoiM(Cr6+) 0.05 0.05 Atomic Absorption 13 Chromium 0Spectrophotometry 14 Cadmium (Cd) 0.01 0.01 Atomic Absorption 14__ Cadmium_(Cd)_0.01 Spectrophotometry 15 Lead (Pb) 0.1 0.05 Atomic Absorption ILa(). Spectrophotometry 16 Copper (Cu) 1.5 0.05 (1.5) Atomic Absorption 16____________ C0Spectrophotometry 17 Cyanide (CN) 0.05 0.05 Chloramine-T-method 18 Selenium (Se) 0.05 0.01 Atomic Absorption - Spectrophotometry 19 Arsenic (As) 0.2 0.05 Atomic Absorption -_ Spectrophotometry 20 Phenols 0.005 0.001(0.002) Spectrophotometer 21 Detergents 1.0 0.2 (1.0) Spectrophotometer 22 DDT Absent Absent Spectrophotometer 2 Total Coliform 5000 NS Multiple Tube 3 (MPN/100 ml) __I Fermentation Technique NS: Not specified; Brackets ([1) indicates extended limits. All the values in mg/l if otherwise mentioned Final Report Volume IV-A: Environment Assessment and Management Plan (Rehabilitation Component) 5-3 . I I I I I I I I I I I I I I I I I I I I I I I i I i o i i i i I i i I