Himachal Pradesh State Roads Transformation Program (Funded by World Bank) Dadhol-Ladrour (Km 0.00 to KM 13.500) Environment and Social Impact Assessment (Draft) HIMACHAL PRADESH ROAD & OTHER INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. (Government of Himachal Pradesh Undertaking) (An ISO 9001:2008 QMS & ISO 14001:2004 EMS conforming company) December 2019 TABLE OF CONTENTS ABBREVIATIONS AND ACRONYMS......................................................................................3 EXECUTIVE SUMMARY........................................................................................................... 5 Chapter 1 – Introduction................................................................................................................. 12 1.1 Project Description........................................................................................................... 12 1.2 Sub-Project Road – Dadhol to Ladrour............................................................................ 13 1.3 Proposed Improvement.....................................................................................................16 1.3 Purpose of ESIA............................................................................................................... 25 1.5 Scope of the ESIA............................................................................................................ 26 1.6 Approach and Methodology............................................................................................. 26 Chapter 2 – Legal and Institutional Framework..............................................................................30 2.1 Applicable Regulations of GOI/GoHP............................................................................. 30 2.2 World Bank ESF Policy, Directives and Standards – Extent of Relevance........................ 36 2.3 Comparison of GoI/GoHP legislations and ESF, 2016.................................................... 44 2.4 Clearances/Permissions required for the Project Road..........................................................48 2.5 Institutional Framework....................................................................................................... 49 Chapter 3 – Baseline Data...............................................................................................................51 3.1 Land Environment............................................................................................................ 52 3.2 Physical Environment.......................................................................................................62 3.3 Biological Environment....................................................................................................71 3.4 Social Environment.......................................................................................................... 77 3.5 Cultural Environment....................................................................................................... 89 3.6 Hazard and Vulnerability Profile......................................................................................89 Chapter 4 – Stakeholder consultations & information disclosure...................................................97 Chapter 5 – Analysis of Alternatives............................................................................................ 101 Chapter 6 Environment and Social Risks and Impacts and Mitigation Measures...................... 107 6.2 … relating to Labour and working conditions (ESS 2).................................................. 108 6.3 …relating to Resource Efficiency & Pollution Prevention & Management (ESS 3).....111 6.4 … relating to Community Health and Safety (ESS 4)....................................................132 6.5 …on land & assets (ESS 5)............................................................................................ 140 6.6 … relating to Bio-diversity & Living Natural Resources (ESS 6)................................. 142 6.7 … on Tribals/Indigenous Population (ESS 7)................................................................ 144 6.8 … on impacts on Cultural Heritage (ESS 8).................................................................. 144 Chapter 7 – Environment and Social Management Plan...............................................................146 1|Page LIST OF APPENDICES 1 List of the individuals/organizations that prepared/ contributed to ESIA. 2 References Summary table of Consultations and surveys with stakeholders (affected persons other 3 interested parties) Comparison of ESF, RFCTLARR Act 2013 and GoHP Financial Commissioner 4 Standing Order No. 28 and Measures to address gaps 5 List of applicable Labour laws 6 Details Of Settlements, Cross Drainage Structures, Junctions Along the Project Road 7 Plan & Profile of Project Road 8 Strip Plan of Project Road Showing Existing Features 9 Transect Walk Survey Formats 10 Ecological Investigations along the Project Road Corridor 11 Photographs Of Sensitive Locations of the Project Road 12 Environmental Monitoring Test Results GoHP’s Strategy To Rehabilitate Areas Infested With Invasive Alien Plant Species 13 (Exotic Weeds) In Himachal Pradesh 14 Village Wise - Census & Economic Details 15 Village Wise - Amenities 16 Census Questionnaires 17 Socio-Economic Questionnaires 18 Attendance Sheet of Stakeholder Consultations 19 Photographs of Stakeholder Consultations 20 Checklist for Community Consultations 21 Gender Based Focused Group Discussion Checklist 22 Material Quantities, Cut and Fill Areas and Volumes 23 Details of impacted structures 2|Page ABBREVIATIONS AND ACRONYMS AIDS Acquired Immunodeficiency Syndrome BDO Block Development Officer BMP Biodiversity Management Plan CD Cross Drainage CGWB Central Ground Water Board CHS Plan Community Health and Safety Plan COI Corridor of Impact CPR Common Property Resources CPCB Central Pollution Control Board CRRI Central Road Research Institute Cu.m Cubic Meter DoE Department of Environment DC District Commissioner E&S Environmental and Social ESA Environmental and Social Assessment EHSGs Environment Health and Safety Guidelines ESIA Environmental and Social Impact Assessment ESF Environment and Social Framework ESS Environment and Social Standard ESMP Environmental and Social Management Plan ESCP Environment and Social Commitment Plan ESHS Environmental Social Health and Safety FPIC Free Prior and Informed Consultation FGDs Focus Group Discussions GDP Gross Domestic Product GHG Green House Gas GoI Government of India GoHP Government of Himachal Pradesh GRC Grievances Redress Committee GRM Grievances Redress Management GBV Gender Based Violence HIV Human Immunodeficiency Virus HP Himachal Pradesh HPDOT Himachal Pradesh Department of Transport HPMVA Himachal Pradesh Motor Vehicle Administration HPPWD Himachal Pradesh Public Works Department HPRIDP Himachal Pradesh Road and Other Infrastructure Development Corporation HPSRTP Himachal Pradesh State Road Transformation Project IT Information and Technology IRC Indian Road Congress LMP Labor Management Procedure MDRs Major District Roads MoEF&CC Ministry of Environment, Forests and Climate Change MSL Mean Sea Level MT Metric Tonne NGO Non-Government Organization NH National Highway NOx Oxides of Nitrogen NPV Net Present Value NSDP Net State Domestic Product OHS Plan Occupational Health and Safety Plan OSR Other State Road PAP Project Affected Person PIU Project Implementation Unit PMC Project Management Consultant RAP Resettlement Action Plan RFCTLARR Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and 3|Page Act Resettlement RoW Right of Way SEP Stakeholder Engagement Plan SEIAA State Environmental Impact Assessment Agency SGWB State Ground Water Board SH State Highway SME Small Medium Enterprises SO2 Sulphur Dioxide SC Schedule Caste ST Schedule Tribe SDO Social Development Officer VMS Variable Messaging System WB The World Bank 4|Page EXECUTIVE SUMMARY 1.0 Project Description 1. GoHP’s program for transforming state level transport institutions, improving mobility and logistics for horticulture and overall economic growth in HP, connecting HP to the Bharatmala network, and enhancing Road Safety, sets the goal for the institutional transformation envisaged to be implemented under the proposed project. The proposed Project Development Objective is to enhance the efficiency of the transportation, logistics and Road Safety institutions to stimulate horticulture and overall economic growth in Himachal Pradesh. 2. The proposed operation comprises the following: Component 1: Building HP’s Transport and Logistics Institutions, and Resilience; Component 2 - Improving fruit belts stimulating HP’s horticulture and overall economic growth. This component will finance upgrading priority target collector roads/MDRs. Component 3: Enhancing Road Safety. Under Component 2 upgrading of approximately 88.265 km of roads connecting small holding farmers production and primary processing clusters to wholesale markets/SME clusters. The implementation of the core initiatives of the project is expected to result in: i) Improved efficiency of transport and logistics institutions; ii) Reduction in maintenance expenditure; iii) Reduction in transport cost for transporting products from production clusters to SME/wholesale markets along the project roads; iv) Reduction in road accident fatalities per 100,000 population in pilot areas. 2.0 Sub-project road– Dadhol-Ladrour 3. The Dadhol-Ladrour is one of the four priority corridors proposed for upgradation. The project road traverses entirely within Bharari tehsil of Bilaspur district and connects to SH-32 at Ladrour end and also to National Highway (NH-103) at Dadhol. The road will improve the accessibility of the inhabitants of the rural areas to education, health, employment, and trading opportunities and will consequently alleviate poverty in the process. The altitude of project corridor ranges between 697-981 m above mean sea level. There are 15 settlements along the project road. Some of the big settlement areas along the project road are Padyalag, Gahar, Gatwar, Ladhyani, Bharari, Mihara and Ladrour. These locations do not have any Schedule-V areas or tribal households that display characteristics as outlined under ESS 7. 4. The lack of better road access in the sub-project areas constrains economic activities in these areas, and easier access to essential services such as education, health and employment. Thus, the road is expected to provide critical support to transportation and development links, including personal mobility, access to services, and growth of non-farm employment. The villagers would be able to transport their produce faster instead of depending solely on local ‘markets’ and middlemen. Improved connectivity will facilitate travel to Block Development Office, tehsil headquarters and other local government/development agencies. Women will especially benefit, since their mobility will be augmented both in terms of access to social services including health care, as well as access to higher levels of schooling. Hence, the proposed road improvements will bring positive economic and social changes in the area. 5. The present condition of road, indicate severe cracking, raveling, patching & potholes, surface bad and undulations all along its length. The existing width of carriage way (bitumen paved width) of the project road varies between 3.0 m to 3.3m in rural areas and varies between 5.0 mtr to 7.1 mtr in settlement/built-up areas. The existing RoW varies from varies between 12m to 18m. The accident data with police recorded seven accident cases. These location were assessed during road safety audit carried out for the project road. The audit findings indicated that there are no black spots along the project corridor. 5|Page 6. The proposed improvement/widening scheme for the project road comprises concentric widening, eccentric widening either on left or right side depending upon the availability of the land (within RoW). The proposed improvement design also consider geometric improvements at necessary locations and also areas prone to landslides. As a part of road upgradation, 32 CD structures are being reconstructed, and 1 are retained with minor repairs and without any extension. The project has 10 bus stops, also locally known as rain shelters and all of these are proposed to be remodeled. Provision for toilets (3 seater for men and 3 seater for women) with separate entrance) with septic tank and soak pit arrangement has been made at Ladrour Market. 7. In the overall project, there is likely to be one Associated facility in the form of a bridge that is under construction by National Highways Authority of India which lies adjacent to one of the upgradation corridors Raghunathpura-Mandi-Harpura- Bharari in Bilaspur district. There no other multi-lateral or bi-lateral financing institutions involved in the project for any of the upgradation or maintenance corridors, hence there is no requirement for a Common Approach. 3.0 Purpose and Scope of ESIA 8. Initially, the overall project risk was categorized as ‘High’ as per an internal Environment and Social Risk Classification of the World Bank and hence the ESIAs are prepared by an independent consultants. Currently based on the risks and impacts for the priority corridors, the risk rating of the overall project is revised to Substantial. The purpose was to: a) identify, evaluate and manage the environment and social risks and impacts of the project in a manner consistent with the ESSs; b) adopt a mitigation hierarchy approach to the project’s E&S risks; c) help identify differentiated impacts on the disadvantaged or vulnerable and to identify differentiated measures to mitigate such impacts, wherever applicable; d) assess the relevance and applicability of environmental and social institutions, systems, laws, regulations and procedures in the assessment, development and implementation of projects, whenever appropriate; identify gaps, if any exist, and to assess borrower’s existing capacity and identify areas for enhanced capacity towards management of E&S risks. 9. The scope of the ESIA is to: i) assess the existing baseline status of the environment with in Corridor of Impact and Project Influence Area; ii) identify the probable adverse and positive E&S risk and impacts due to the planned project during its entire cycle i.e. from preconstruction to construction to operation & maintenance; iii) consider all ESHS likely in the project for further usage towards preparation of requisite mitigation plans, as may be required; iv) identify capacity constraint of HPRIDC in respect of E&S management and propose commensurate capacity enhancement measures, etc. 4.0 Legal and Institutional Framework 10. Key GoI and GOHP provisions applicable to the sub-project are summarized here and these include: Environmental Protection Act, 1986; The Forest (Conservation) Act. 1980; Biological Diversity Act, 2002; Construction & Demolition, Waste Management Rules, 2016; Air (Prevention and Control of Pollution) Act, 1981; Water (Prevention and Control of Pollution) Act, 1974; Noise Pollution (Regulation and Control Act) 1990; Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013 (RFCTLARR); Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Guidelines and Instruction, 2018; The Right to Information Act, 2005. Further WB’s Environment and Social Policy and Standards 1, 2-6, 8 and 10 are relevant to this sub-project, besides the World Bank’s Guidance note on Management of Labor Influx, 2016. Hence provisions and measures through action plans would need to be prepared to meet the requirements of the ESS. In addition, various construction stage environment and social laws shall apply to this project. 6|Page 5.0 Environment and Social Baseline 11. The baseline environmental & social profile assessment of the project influence area covers 15 km radius of the project as well as Bilaspur district as a whole. The baseline environmental assessment included key attributes like physiography, drainage, geology, soil, hydrogeology, land use, flora, fauna, forest/vegetation cover, climate, ambient air quality, water quality, ambient noise levels, hazards and vulnerability of the project region among others. 12. The project road lies in the range of 248-1141 m. The maximum and minimum elevation of the project road is 981m at km 13+300 and 697 m at Km 0+900. The project road traverses majorly along agricultural lands. Millets are the most dominant agricultural crop, which can also be seen in cultivable lands along the project road. The climate of the district is temperate to sub- tropical. The project road falls within the jurisdiction of Bilaspur division, but there are no forest areas along the 13.5km long Dadhol-Ladrour road, though 3614 trees exists within existing right-of- way. The terrain of project area is hilly and there are no perennial surface water sources/bodies other than three seasonal streams and springs 13. There are no National Parks, Wildlife Sanctuaries, Biosphere Reserve and any other notified sensitive area within 15km on either side of the project road. Further, no wildlife crossing corridors are reported along the project corridor. No notified/protected Archaeological or Historical monuments exists within corridor of impact. 14. The total population of Bilaspur district is 381,956 comprising 192764 (50.46%) males and 189192 (49.53%) females. Out of the total population of the district 93.42 per cent are in rural areas while mere 6.58 per cent are in urban areas. As per census 2011, the average sex ratio of India was 940 females per 1000 male. The sex ratio of Bilaspur district is 981 females per every 1000 males, which is higher than the national average. Among the total population of district, 2.8% (10693) are Scheduled Tribes, 25.92% (98,989) are Scheduled caste population and 71.28% (272274) people belong General Category. Among the total population, 84.59% of the people are literate and 15.41% of the people are illiterate excluding the 0-6 age group population. This shows that most of the population is literate. The literacy rate is 91.16% for males and 77.97% for females. This shows that the male literates are more than the female literates. The project influence area/district had an average family size of 4.7 persons per household on 2011. This is moderate family size and comparable with the other part of the district. The density of population of the project influence area/district works out to about 327 persons per km2 in the district. 15. In terms of literacy level of the 136 affected household surveyed, only 12.12 percent are illiterates. The average household size for the project affected population is 3.6. Occupation wise, most of them are engaged into commercial activity of trade/business, petty shop, services (44.69 %) followed by agriculture, non-agriculture labour (24.24%), household industries consists 0.76 percent. The incidence of Govt. Employees, Private Employees and Others is around 16.67 percent, 13.64 percent respectively. The income levels of majority of the households fall under higher middle-income category earning more than Rs. 4,00,000 per annum (81.77%). The incidence of lower-income families is about 3.32 percent who earn below 1,80,000 per annum. The expenditure pattern of the affected household’s show that majority of them have an average monthly expenditure above Rs.30,000 per month. 6.0 Stakeholder Consultations 16. Consultations were also held with communities at various locations en-route and also specifically at locations where common property resources were getting affected. Key queries and concerns were relating to: what compensation will be paid to title holder and non-title holders; avoidance of impacts on CPRs such as temples used for various religious and 7|Page community purposes; project authorities to consider available open land wherever it was available instead of impacting their house and land; safety measures in hospital and school zones; construction works should lead to jobs. They suggested that project should have provisions for parking are must in the city area; should take up the structural works (bridges and culverts) in priority during the early phase of the project cycle or otherwise these works mostly gets delayed; provide for noise barriers to minimize the noise pollution; additional assistance for employment/ income restoration for locals; and necessary measures to be taken during the construction stage to reduce and/avoid pollution and health risks at the time of construction. 17. Women opined that majority of the people living along the project corridor depends on water tank/ hand pump for drinking water and disposal of these will especially affect women folk; Lack of public toilets, in particular ladies toilets at market places as well as near bus stops. Water shortage is one of the major problems facing all women. They also indicated concerns over construction workers from outside the area might lead to possible harm for women, girls in their habitations. 18. Interested parties indicated the need for: Rain Shelters, Storm water drainage; Nallahs to be channelized; water pond facility for forest and local animals, Street light and crash barrier provision on road, Crop bazar development. Bus stops including bus bays must be provided at appropriate places. Improved road should have proper provisions of retaining walls to avoid landslides. 19. Based on the socio-economic and environmental base line impact data, outcome of stakeholders consultations and analysis of alternatives, the engineering, social and environment team has consider the project design, where needs and concerns of the local people including the disadvantaged group like physically challenged people are considered through different mitigation measures to make a project a successful venture. Different issues which are arising out of the exercise broadly included but not limited to road safety, disable friendly bus stop design, providing public amenities like toilets, drinking water, involving local women group for maintaining the nature based solutions (bio-engineering), provision of street light in settlement areas, road safety during construction, adequate compensation measures and payment of the same before civil construction starts, disseminate project related information in timely manner, satisfactory redressal of project related complaints and grievances etc. 7.0 Analysis of Alternatives 20. Lane configuration is being done in keeping in view safety considerations, geometric improvements and vehicular population. At built up/ village sections where the road width is insufficient for expansion, design alternatives include options for realignments and for modifying the proposed road designs, such as reduction of the shoulder widths, have been used. Reducing design speed in built up areas; providing suitable safety measures, such as speed reductions near schools and hospitals have been incorporated in the design. Hence in light of the ESIA, impacts were minimized at least three locations. These included: i) dense Built up area- 5+700 - 6+860 (Ladhyani & Bharari); ii) Lehri sarel, Kothi (Chainage 7+300 – 9+300) and iii) Bharari (6+700) Government Secondary School. At these locations analysis of alternatives such as keeping the lane configuration as intermediate lane; concentric widening in the built-up sections (9 – 10m); curve improvements within the available RoW and realignments to reduce impacts, have been considered. Hence, vide this approach that was considered as part of the Mitigation Hierarchy, the preliminary/draft designs are being further revised again to reduce impacts on land, assets and forest area including trees. 8.0 E&S Risks and Impacts 8|Page 21. The project’s environmental and social risks and impacts likely due to the project road by each relevant standard (ESS 2-6 & 8) have been assessed based on the current designs and also measures to mitigate the same have been proposed. 22. Project shall define the following as vulnerable groups/persons: Scheduled Caste. ST, family/household headed by women/female, physically challenged, Below Poverty Line (BPL) families; widows; and persons above the age of 65 years irrespective of their status of title (ownership). Vulnerable groups would also include those farmers who (after acquisition of land) become small/marginal farmers. As per Census and socio-economic survey there are 5 Schedule Caste and 1 Schedule Tribe family who shall be affected by the project. 23. E&S risks on labor and working conditions (ESS 2): HPRIDC shall contract agencies to undertake civil works, agencies/firms to support core-functions; primary suppliers of material/equipment and other implementation support partners. All categories of project workers: Direct workers, Contracted workers (including Migrant Workers) Primary supplier workers (those providing goods and materials e.g. IT services, security services outsourced through by the contractor); and Community Workers would be involved. At this stage, it is estimated that the project will require to engage 560 labor (including project managers, supervisors, labor, etc.) Risks include: employment of child labour, non-payment of wages by employer; Non-payment of benefits (compensation, bonus, maternity benefits etc.) by employer; discrimination in employment (e.g. abrupt termination of the employment, working conditions, wages or benefits etc.); possibility of gender based violence as the road shall traverse through sensitive locations such as hospitals, schools, etc. that are near to habitations; Health risks of labour relating to HIV/AIDS and other sexually transmitted diseases. 24. E&S risks and impacts relating to Resource efficiency and Pollution Prevention: The assessment of impacts and risks due to road constructions has considered sensitive receptors like settlement, drainage pattern of the area, water bodies, springs/streams/river crossing, forest, protected areas, animal crossing within and outside protected area, roadside trees/plantation, erosion prone locations, receptors vulnerable to air, water, noise and soil quality etc. In addition, natural calamity like landslide, earthquake and flooding were also considered during assessment due to location of road in such sensitive geography. The project’s impacts and risk would be of significance on sensitive receptors due muck disposal; slope stability and erosion (2 locations); blocking or filling of springs and seasonal streams (3 number); construction water demand (26.7 million Liters); stressing water sources used by community (absence of perennial water sources); emission from construction vehicles, equipment and plants; dust from earth works, hill cutting, stack yard, transportation of materials;, noise pollution (2 schools) and settlements along road; damage to structure vibration from movement of machine and equipment (structure on embankment); handling of hazardous and non-hazardous wastes, quarry and borrow area. Due to improvement of road, the GHG emission net reduction of 30003.89 CO2 e tons is estimated over project road life cycle till 2038. 25. E&S risks and impacts relating to Community Health and Safety (ESS 4): The road will act as haul road for transporting construction materials will cause nuisance to local road users (road users and pedestrians). Additionally: i) hill cutting, landslides, road excavation, use of vibratory equipment, construction debris handling and disposal etc. during construction; ii) high likelihood of direct exposure to increased construction related traffic related accident due to traffic and equipment especially at road sections traversing settlement area with limited carriageway/roadway width, and sensitive receptors such as schools, religious place, health centre/hospitals; iii) high dust levels from earthworks/hill cutting, high noise and emission level from traffic congestion and idling of vehicles; iv) influx of migrant workers could potentially cause local discomfort or potential conflicts with local people v) possibility of involving child labour. 9|Page 26. E&S risks and impacts on land & assets (ESS 5): As per the available right of way information provided by PWD units and revenue officials and superimposing of the final design, it is confirmed that there is no need to acquire private land. The total numbers of families affected are 136– all of which are non-titleholder encroachers. These structures of these affected families are mainly residential, commercial and mix of residential and commercial, besides others such as cattle sheds, etc. From the total affected structures of 136, 123 are pucca 6 semi pucca and 7 kutcha structures. All the structures are partially affected. In addition, there are 4 CPRs that comprise Schools (1), Religious structures (1) and Hand Pump (2). Cut-off date established for this corridor is 08.09.2019. 27. E&S risks and impacts relating to Bio-diversity & Living Natural Resources (ESS 6): There are no presence of rare, endangered and threatened flora species along project road. However, invasive species like Ageratum conyzoides, Eupatorium adenophorum, Lantana camara, Parthanium hysterophoros are observed, which are being managed through Forest Department, GoHP. The construction of road is likely to affect 75 of 3614 trees existing within right of way. No rare, endangered and threatened floral species are identified within the corridor. Monitor lizard (Varanus bengalensis) was observed along the road, which is listed under Schedule-I (part III) of Wildlife Protection Act-1972. The biodiversity investigation along the project corridor has not indicted the presence of any scheduled fauna. Hence, the project road construction is not likely to cause any impacts on the fauna. 28. E&S risks and impacts relating to Cultural Heritage (ESS 8): The alignment of the project road does not have any ancient monuments and/or archaeological site(s). However, The project road has 1 religious structures/shrines that shall experience partial impact by proposed road improvement activities. 9.0 Environment and Social Management Plan 29. An ESMP has been prepared to mitigate Project’s environmental and social risks and impacts. It includes mitigation measures, monitoring plan, capacity building, responsibilities and reporting system and budget. In addition, the ESMP provide measures to address GBV issue at project level. A separate Resettlement Action Plan has been prepared to address pre-construction social impacts. The ESMP obligates the contractor, upon mobilization, to prepare the C-ESMP, which shall be approved prior to the commencement of construction activities. The Contractor’s C- ESMP shall include OHS plan, Water and Waste Management Plan, Influx management Plan, Workers camp management plan, CHS Plan, Traffic management and road safety management Plan, Quarry/borrow area management plan, and Site restoration Plan among others in accordance with the GoI and IFC&WB workers accommodation guidelines. All such plans will be reviewed and approved by the PMC and HPRIDC prior to commencement of construction works. The approved C-ESMP shall be reviewed periodically (but not less than every six (6) months), and updated in a timely manner. 10.0 Key issues/findings and inputs to ESCP 30. Few gaps exist in the provisions in policies between government acts/policies and World Bank’s ESS requirements that need to be filled. Institutional arrangement to address E&S aspects are currently relatively weak and need significant strengthening. GRM is decentralized and ad-hoc and requires systematic recording of grievances and redressal 31. Further action needs to be taken to: i) to verify existing RoW and obtain clearances, licenses/approvals and permits under existing legal framework that are applicable to the Project 10 | P a g e from relevant national and/or local authorities; ii) describe the policy, institutional and implementation framework to guide the compensation for loss of land and assets and ensure that no affected persons are displaced without proper consultation and compensation; iii) develop mechanisms to foster greater participation of more passive members of the community, including disadvantaged persons, women and vulnerable groups; iv) develop clear procedures for disseminating information about the project to all affected communities and provide a feedback mechanism for these communities to voice their concerns and address these concerns during project implementation. Trainings on Environment and Social aspects including reporting requirements need to be prepared and administered to build capacity of the project staff. 32. Key measures and time frames required for the project to meet the requirements of the ESSs will include the following: Before appraisal completion, preparation and disclosure of i.Environmental and Social Impact Assessment Report of this corridor ii.Environmental and Social Management Plan including GBV Plan iii.Stakeholder Engagement Plan for the overall project iv. Resettlement Policy Framework for the overall project to guide the preparation of corridor specific RAPs prior to Invitation of bid v. Resettlement Action Plan for this corridor 33. HPRIDC will establish and maintain an E&S organizational structure in HPRIDC with qualified staffs to support management of E&S risks including at least one Environmental Expert and one Social Expert 11 | P a g e CHAPTER 1 – INTRODUCTION 1.1 Project Description 1. GoHP’s program for transforming state level transport institutions, improving mobility and logistics for horticulture and overall economic growth in HP, connecting HP to the Bharatmala network, and enhancing Road Safety, sets the goal for the institutional transformation envisaged to be implemented under the proposed project. As such, this project will support the launching of GoHP’s program focusing on strengthening the institutional base for transportation infrastructure and logistics services administration. 2. The proposed Project Development Objective is to enhance the efficiency of the transportation, logistics and Road Safety institutions to stimulate horticulture and overall economic growth in Himachal Pradesh. 3. The proposed operation comprises the following Components and sub-components: Component 1. Building HP’s Transport and Logistics Institutions, and Resilience, including:  Sub component 1.1: Reestablishing the Himachal Pradesh Road and Infrastructure Development Corporation (HPRIDC) and building resilience. The objective is to support GoHP’s initiative to create a corporate entity responsible for the administration of HP roads and delivering safe, resilient and well performing roads supporting the horticulture and overall economic development of the State. This involves, reestablishing HPRIDC as the road asset and other public infrastructure manager, responsible for the development and maintenance of all roads and other infrastructure under the jurisdiction of the HPPWD.  Sub component 1.2: Supporting the commercialization process of the direct labor operations and promoting competitive performance-based maintenance contracting. The objective is to support GoHP’s initiative to improve the efficiency of maintenance execution and reduce maintenance cost, by laying the ground for the full commercialization of HPPWD’s direct labor operations.  Sub component 1.3: Establishing HP Motor Vehicle Administration (HPMVA), Strengthening the Directorate of Transportation of HPDOT and developing logistics system and strategy. The objective is to deliver efficient customer services, as well as competitive, safe and clean/less pollutant transportation in HP. Component 2. Improving fruit belts stimulating HP’s horticulture and overall economic growth. This component will finance upgrading priority target collector roads/MDRs. The upgrading of approximately 88.65 Km of roads connecting small holding farmers production and primary processing clusters to wholesale markets/SME clusters. Component 3: Enhancing Road Safety, including:  Sub component 3.1: Promoting the ‘Safe System’: This support focuses on strengthening enforcement on state roads and critical accident spots along rural roads, by enhancing patrolling and establishing emergency response system.  Sub component 3.2: Promoting the ‘Safe Corridor initiative’: The Safe Corridor initiative will support the state highway patrol by providing surveillance equipment (CCTV cameras for speed control, accident recording, etc.), variable messaging system (VMS), training the police, and establishing emergency response posts. 12 | P a g e 4. The implementation of the core initiatives of the project is expected to result in: i) Improved efficiency of transport and logistics institutions; ii) Reduction in maintenance expenditure; iii) Reduction in transport cost for transporting products from production clusters to SME/wholesale markets along the project roads; iv) Reduction in road accident fatalities per 100,000 population in pilot areas. 1.2 Sub-Project Road – Dadhol to Ladrour 5. Under the project the following four corridors are being taken up for upgradation. Details are provided in Table 1.1 Table 1.1 – Roads proposed for upgradation under HPSRTP II S.No Name of the Road District Length (in Km) 1 Baddi – Sai – Ramshahr Solan 34.00 2 Dadhol – Ladrour Bilaspur 13.50 3 Mandi – Rewalsar – Kalkhar Mandi 28.00 4 Raghunathpura-Mandi-Harpura- Bharari Bilaspur 2.70 6. The Dadhol-Ladrour road with a total length of 13.5km is proposed for upgradation. As per road classification the sub-project road is Other State Road -9 (OSR). The project road traverses entirely within Bharari tehsil of Bilaspur district and connects to SH-32 at Ladrour end and also to National Highway (NH-103) at Dadhol. The latitude of the project road at Dadhol and Ladrour are 31.29’.52” N to 31.34’.22” N respectively and Longitude is 76.29’.52” E to 76.40’.07” E respectively. The altitude of project corridor ranges between 697-981 m above mean sea level. 7. There are 15 settlements along the project road, including big settlements such as Padyalag, Gahar, Gatwar, Ladhyani, Bharari, Mihara and Ladrour. The project road traverses through plain terrain (3 km) and rolling (10 km) with an average longitudinal gradient of 9.5% between the start and end point and the cross slope exceeding 25% at many stretches along the sections. The built-up area along road account for 30% of road length (4 km) and at remaining length is majorly agriculture land. These locations do not have any Schedule - V areas or tribal households that meet the characteristics outlined in ESS 71. Start Point End Point Figure 1.1: Start Point and End Point of Project Road 1 characteristics as outlined in ESS 7 – Indigenous Peoples/Sub-Saharan African Historically Underserved Traditional Local Communities 13 | P a g e 8. The existing road surface, for a length of 10km, is in bad condition with undulation, severe cracking, patching & potholes. The chainage wise existing pavement condition is summarized in Table 1-2. Table 1-2: Pavement Condition of the Project Road Existing Chainage Lengt Pavement Distress Overall S. Rutting Other (km) h Conditio No (mm) Distresses Fro (Km) Cracking Potholes Patching Ravelling n To m (%) (Nos) (%) (%) Edge Breaks 1 0 3 3 4 5.5 <2 <5 - at few Good locations Severe Cracking, Patching & Potholes. Pavement condition surface is Bad and 2 3 13.3 10.3 Poor Undulations are predominant Figure 1.2: Existing Condition of Project Road 9. The existing width of carriageway varies between 3.0m to 3.3m in rural areas and from between 5.0m to 7.1m in settlement/built-up areas. The chainage wise details of the bitumen paved carriage way are given in Table 1- 3. Table 1- 3: Existing Carriageway width of the Project Road From Km To Km Carriage Way Width (m) 0/000 0/150 6.5m 0/130 0/800 3.0m 0/800 1/100 7.1m 1/100 1/300 6.4m 1/300 6/000 3.2m 6/000 7/100 3.1m 7/100 9/000 3.3m 9/000 10/700 3.2m 10/700 12/000 3.1m 12/000 12/900 3.0m 12/900 13/380 5.0m 14 | P a g e 10. The existing right of way for the project road varies between 12m to 18m. Mostly at built-up areas, the encroachment of existing RoW has reduced the available width and this needs consideration during design of road without compromise with design standards. 11. During project preparation, a road safety audit was carried out for the project road, which indicated that there are no black spots along the project corridor. Further, accident data available from Police Department for years 2016-2018 (Table 1.4) recorded seven accidents, of which two were fatal accident and remaining with grievous injuries. The reasons of accidents were dangerous driving, turning without care, over speeding and in one isolate case the accident was reported due to defect in vehicle. Table 1.4: Details of Accidents along the Project Road S. Accident Chainage Accident Class Accident Cause Collision Type No. Year 1 2018 0.48 Fatal Dangerous driving Fell down from vehicle 2 2018 2.69 Grievous injury Turning without care Hit in side 3 2016 5.75 Grievous injury Suspected vehicle defect Ran off road 4 2016 5.82 Fatal Speed Head on 5 2018 9.35 Grievous injury Speed Hit pedestrian Injury needing 6 2017 10.9 Dangerous driving Head on hospitalisation 7 2018 11.9 Grievous injury Speed Overturned Accident at Km. 0.480 Accident at Km 5/800 Figure 1.3: Accident Locations 12. There are 12 junctions along the project road out of which 4 are major junctions and the rest 8 are minor junctions. The majority of cross drainage structure are pipe and slab culverts totaling to 32 and 2 are minor bridges (Table 1-5). Table 1-5: Details of Cross Drainage Structures Culverts Minor S.No Chainage Pipe Slab Bridge 1 0 to 10 Km 27 4 2 2 11 to 13 Km 1 0 0 Total 28 4 2 15 | P a g e 1.3 Proposed Improvement 13. Based on the traffic demand forecast and considering a Level of Service (LoS), as recommended by IRC, the intermediate lane with sealed shoulder and side drain (Table 1-9) configuration is considered for entire project road length. Table 1-9: Proposed Lane Configuration for Project road S.No Lane From (Km) To (Km) 1 Intermediate lane 0 13+500 14. Proposed improvement/widening scheme of project comprises concentric and eccentric widenings. The geometric improvements at necessary locations, blind/reverse curves and areas prone to landslides has been propose wherever necessitated by site condition to eliminate existing substandard geometry. Proposed design improvement for the project road is done taking into consideration of lane configuration, available right-of-way, speed, embankment height and terrain i.e. mountainous setting of the road. 15. According to IRC guidelines for the Hill Roads, the speed criteria for mountainous terrain are 40 km/h to 30 km/h for MDRs and for OSR 30 km/h to 25 km/h. However, considering the site conditions, topography economy, and environmental & social impacts and also other parameters, the speed limit for the project road which is a OSR is considered as mentioned in Table 1-10. Table 1-10: Design Speed criteria for Project road Type Rural Area Built-up Area Ruling 40 30 Minimum 30 20 Typical Cross-sections 16. The proposed improvement/widening scheme of project road comprises of six type of configurations as below. The alignment Plan & Profile of the project road is given in Annexure -2. a) TCS-1A: Intermediate lane Carriageway in New Construction/Curve Improvement b) TCS- 1 B: Intermediate Lane carriageway in Rural Sections c) TCS-2A: Intermediate Lane Carriageway in Built Up Sections with Foot path Cum Drain d) TCS-2B: Intermediate Lane Carriageway in Built Up Sections with Foot path Cum Drain on Both sides, Retaining wall on LHS e) TCS-3: Intermediate lane Carriage way Reconstruction in built-Up Sections with Breast Wall on One Side f) TCS-4: Intermediate Lane Carriage way in Rural Sections Breast wall on One Side. Table 1-10: Typical Cross sections along Project Road Typical cross section Length of road (in km) TCS-1A 0.38 TCS-1B 4.96 TCS-2A 4.31 TCS-2B 0.55 TCS-3 0.07 TCS-4 3.05 16 | P a g e TCS-1A: Intermediate lane Carriageway in New Construction/Curve Improvement 17 | P a g e TCS- 1 B: Intermediate Lane carriageway in Rural Sections 18 | P a g e TCS-2A: Intermediate Lane Carriageway in Built Up Sections with Foot path Cum Drain 19 | P a g e TCS-2B: Intermediate Lane Carriageway in Built Up Sections with Foot path Cum Drain on Both sides, Retaining wall on LHS 20 | P a g e TCS-3: Intermediate lane Carriage way Reconstruction in built-Up Sections with Breast Wall on One Side 21 | P a g e TCS-4: Intermediate Lane Carriage way in Rural Sections Breast wall on One Side Figure 1.5: Typical Cross Sections for OSR-9 22 | P a g e 17. As a part of road upgradation, 32 CD structures are being reconstructed and 1 is retained with minor repairs and without any extension. The list of the proposed cross drainage Works are given in below Table 1- 11. The chainage wise details of cross drainage structures are provided in Annexure-1. Table 1- 11: Proposed Cross Drainage Works Type of Construction Minor Bridges Pipe Culverts Slab Culverts Box Culverts Reconstruction 1 27 4 0 Retained with minor repairs 0 0 0 0 and extension Retained with minor repairs 1 0 0 0 18. There are 10 bus stops between Km 0 to Km 13.5 and all of these are proposed to be remodeled as given in Table 1-12. All remodeled bus stops shall have universal access (ramp) with railing for physically challenged persons (in accordance with rights of persons with disabilities act, 2016). 19. Provision for toilets (3 seater for men and 3 seater for women with separate entrance) with septic tank and soak pit arrangement has been made at Ladrour Market. The toilet provision has been made as per the outcome of stakeholder consultations and these will be maintained by local shopkeeper’s association with co-operation from local panchayats. Although, toilets were sought at other bus stops as well during stakeholder consultations, provision could not be made mainly due to operation and maintenance issues and less number of passengers at such bus stops. The list of bus stops/rain shelters is given in Table 1- 12. Table 1- 12: Details of Remodelled Bus stops/Rain Shelters S.No Chainage Side/ (LHS/RHS) 1 0/010 LHS 2 2/090 LHS 3 3/380 RHS 4 4/650 RHS 5 7/670 RHS 6 8/340 RHS 7 9/420 LHS 8 10/130 RHS 9 10/680 RHS 10 12/250 LHS 20. The project road has 92 electric poles, 21 street lights/lamp poles, 76 telephone poles and 5 transformers within the right of way (Table 1- 13). These utilities presently along the edge of the carriage way / shoulder will required to be shifted to the adjacent locations within the available RoW. Table 1- 13: Utilities within Right of Way of the Project Road S.No Utility LHS RHS Total 1 Electric Poles 55 37 92 2 Street light poles 13 8 21 3 Telephone Poles 39 37 76 4 Transformers 1 4 5 Total 108 86 194 23 | P a g e 21. It is estimated that 560 numbers of manpower (510 - skilled and unskilled labors and the balance - supervisor and managerial staff) will be engaged during 24 months construction period. 22. Pre-construction stage of the project are likely to involve adverse impacts on land – private/government, structures, trees/crops, CPRs including religious structures that fall within the Corridor of Impact. Additionally, in hilly areas, there is a need to consider landslide depending on the type of soil in the slope and hence at such locations land & structures beyond COI may need to be taken as well. Further during construction stage, the project is expected to set up labor camps with separate but temporary facilities for housing, water & power supply and construction material storage facilities. Figure 1.6: Map indicating Dadhol - Ladrour Road 23. Besides, the project will also have labor camps and identified spots/locations needed for disposal of material, etc. which are adjacent to the project road and does not require separate/new access road. It is anticipated that materials required i.e. primary suppliers for construction works will be sourced from government approved facilities from adjoining districts/within the state. 24. The Himachal Pradesh Road and Other Infrastructure Development Corporation (HPRIDC) is the designated nodal agency under GoHP for implementation of HPSRTP in Himachal Pradesh. HPRIDC besides having its direct own workers i.e. employees shall contract agencies2: for civil works, agencies/firms to support core-functions; primary suppliers of material/equipment and other implementation support partners, and these could be from anywhere in the country or outside. Influx of migrant labor from other states for construction works has been a norm in the state and is likely to continue in this project as well resulting in potential gender-based violence (GBV). Therefore, the project will involve a wide variety of stakeholders during its project cycle 2 e.g. Civil works contractors, Road Safety Consultants, Project Management Consultants/Construction Supervision Consultant, NGO for RAP implementation 24 | P a g e including Police Department that are associated with activities under other components of the project such as Road Safety. 25. In the overall project, there is likely to be one Associated facility in the form of a bridge that is under construction by National Highways Authority of India which lies adjacent to one of the upgradation corridors Raghunathpura-Mandi-Harpura- Bharari in Bilaspur district. There is no other multi-lateral or bi-lateral financing institutions involved in the project for any of the upgradation or maintenance corridors, hence there is no requirement for a Common Approach. 26. Based on a thorough consideration of the afore-mentioned details, the following plans need to be prepared to meet the requirements of ESS. Table 1.15 – Plan documents to meet relevant ESS requirements ESS 1 ESIA and ESMP (including GBV Mitigation Plan3) ESS 2 Labour Management Procedure for HPRIDC4 ESS 3 Waste Management Plan & Pollution Prevention Management Plan ESS 4 Emergency Response ESS 5 Resettlement Action Plan ESS 6 Bio-diversity Management Plan (Not applicable ) ESS 7 Indigenous-Peoples (Not applicable) ESS 8 Cultural Heritage Plan (will be included as part of the ESMP) ESS 9 No Plan needed as no financial intermediaries are involved ESS 10 Stakeholder Engagement Plan 1.3 Purpose of ESIA 27. Initially, the overall project risk was categorized as ‘High’ as per an internal Environment and Social Risk Classification of the World Bank and hence the ESIAs are prepared by an independent consultant. Currently based on the risks and impacts for the priority corridors, the risk rating of the overall project is revised to ‘Substantial’. The purpose of the ESIA is to use it as tool for decision-making on the sub-project so that there is sustainable development of the road construction. Specifically, the objective of the ESIA is: i. To identify, evaluate and manage the environment and social risks and impacts of the project in a manner consistent with the ESSs; ii. To adopt a mitigation hierarchy approach to the project’s E&S risks i.e. a) anticipate and avoid risks and impacts; b) minimize or reduce risks and impacts to acceptable levels, if not avoidable; c) once risks and impacts have been minimized or reduced, mitigate; and (d) where significant residual impacts remain, compensate for or offset them, where technically2 and financially3 feasible; iii. To help identify differentiated impacts on the disadvantaged or vulnerable and to identify differentiated measures to mitigate such impacts, wherever applicable; iv. To assess the relevance and applicability of environmental and social institutions, systems, laws, regulations and procedures in the assessment, development and implementation of projects, whenever appropriate; identify gaps, if any exist, and v. To assess borrower’s existing capacity and identify areas for enhanced capacity towards management of E&S risks 3 GBV risk mitigation plan will prepared for the overall project 4 Labor Management Procedure shall be applied by HPRIDC for all upgradation and maintenance roads 25 | P a g e 1.5 Scope of the ESIA 28. The ESIA requires conforming to the applicable environment and social legal and regulatory framework of Government of India and Himachal Pradesh as well as World Bank’s Environmental and Social Framework Policy and relevant Standards. The scope of the ESIA is to: i. assess the existing baseline status of the environment with in Corridor of Impact and Project Influence Area; ii. identify the probable adverse and positive E&S risk and impacts due to the planned project during its entire cycle i.e. from preconstruction to construction to operation & maintenance; iii. identify stakeholders and various groups/institutions who are either affected or have an interest or a stake in the project, with additional emphasis on disadvantaged and vulnerable groups and to carry out consultations with stakeholders to help elicit their concerns, suggestions and support; iv. consider all ESHS likely in the project for further usage towards preparation of requisite mitigation plans, as may be required. v. conduct additional studies, if any, for the enhancement of the benefit to the local community and the road users. vi. identify capacity constraint of HPRIDC in respect of E&S management and propose commensurate capacity enhancement measures; and vii. finally use inputs from the above to prepare appropriate mitigation measures and plans and their inclusion in cost estimates (including rate analysis), Drawings, Bill of Quantities, Technical specifications and other inputs that would be integrated with the bid documents. 1.6 Approach and Methodology 29. Study Areas: The study area is defined consideration physical space to be occupied, whether permanently or temporarily, during construction of the entire road infrastructure, associated infrastructure, as well as adjacent spaces, performance of planned activities in the various stages according to project needs, requirements on use and exploitation of natural resources, abiotic, biotic and socioeconomic components, and the area where significant environmental impacts are evident, with a view to define limit on which components involved are analyzed. a. Corridor of Impact: The land width that would be needed during construction taking into account full construction width, vehicle parking/movement plus safety zone on either side of centerline during construction stage is considered as Corridor of Impact. The environmental baseline inventory has been collected 25 metre on each side of the centre line of the road. b. Project Influence Area: As required under EIA notification, 2006 for conducting environmental assessment, 15km radius on each side of project road is considered as the Project Influence area (PIA) for collecting baseline data from secondary data sources. 26 | P a g e Figure 1.7: Corridor of Impact and Project Influence Area 30. Socio-economic profile: The influence area of 15 km is considered for the study to analysis the regional developments at the macro level and is represented with the secondary and primary data, Stakeholder consultations and during the social surveys. A socio-economic profile for the project areas was prepared based on the information collected from secondary and primary sources to provide an overview, levels of socio-economic development etc. of the project road. Secondary information from different government sources like Census of India, Economic and Statistics department, Agriculture department, Social Welfare & Women Development Department of Government of Himachal Pradesh. The secondary information helped to understand macro level socio-economic profile of the population by gender, ethnicity, vulnerability, poverty, working population and available infrastructure facilities for services in the project influence area. 31. Verification of Existing Right of Way: A team comprising E&S specialists with the field social surveyor and investigators conducted preliminary reconnaissance of the project road for project appreciation including type and nature of impacts en-route. The Existing Right of Way (RoW) status of the project was ascertained by verification of land details from the revenue and forest departments/divisions and ground-truthing was done by checking on boundary pillars that demarcate EROW, wherever available. Also, information relating to legacy issues on compensation payments, pending litigations, if any were collected. Super-imposing the current design on the available EROW helped to ascertain the additional land that would be required, besides the quantum and type of assets that are likely to be impacted. As currently the designs are not final, the social surveys have been carried out considering the buffer area of more than existing & required RoW along corridor to determine the social changes and maximum impacts. 32. Census-socio-economic survey included the collection of information from primary and secondary sources. Information included: general identification including aspects relating to sexual orientation; household identification; social status; type of family; income by sources; type of losses due to the project; vulnerable category of the household; type of inventory losses; impact category; use of structure/property; loss of structure; Other losses. Survey also collected details on ownership of the structure /land; options for R&R/Opinion on the proposed project; access to Health, Electricity, Fuel, Water Supply, and Sanitation; Income, Debt levels, Expenditure pattern, loss of land, Assets Owned and Productivity; health status; gender aspects; migration; and perception about the project. The impact on private land and structures (residential, commercial) government, encroachers and squatters in addition, detailed information on impact on community assets has also been collected (religious structure, educational institutions, community properties etc.). Subsequently collation and analysis of primary and secondary information collected from different sources has been carried out. On the basis of primary data, analysis has been done on potential social and economic impacts, categorization of impacts, risks, potentials impacts, and alternatives etc. Local level consultations and focus group discussions and key informant 27 | P a g e interviews were deployed to elicit views and opinions of different stakeholders regarding the proposed road improvements. 33. Environmental baseline and assessment: The primary baseline information on different environmental components were collected through field survey. The input to field survey i.e. identification of environmental factors to be considered for assessment is backed by a thorough desk review of literature, existing rules/regulations/acts and reconnaissance survey. Field survey were carried out to collect information on the major environmental features such as settlement facilities, drainage pattern of the area, forest, trees within RoW of the alignment, water bodies, river crossing, sensitive receptors, air, water, noise and soil quality etc. and were studied in detail, which helped in identifying areas of concern along the stretch and critical issues. After the full documentation of the baseline environmental situation, each of the environmental aspects was examined against the road upgrading component and activities. Environmental issues have been assessed to describe the potential impacts and risks that may result from road upgrading and construction. Quantification has been difficult in light of the limited availability of data. 34. Based on an identification of stakeholder towards the preparation of a Stakeholder Engagement Plan, stakeholders were identified through systematic consultation with project beneficiaries, project affected people, women, vulnerable and poor members of the community, and other stakeholders who may have an influence over the project. Hence consultations were undertaken with primary stakeholders: beneficiaries, disadvantaged, poor and vulnerable groups, people who may potentially be impacted adversely by the project. Consultations were also carried out with secondary stakeholders: local community-based organizations (CBOs) and community representatives as well as government departments etc. Table 1.16 – Tools of Consultations Tools of Stakeholders Purpose Consultation Public meeting, Community, civil society Discuss the objective of the project; Social Focus Group organizations, NGOs, local leaders, impact (Land including EROW, Structure, Discussion Government officials CPR Social Concerns (Road Safety, Critical Public meeting, Junctions, Rural Roads, Slow moving Women groups, Truckers, vulnerable Focus Group vehicles, Fair/Festival Traffic; road users etc. Discussion Environmental improvement/ enhancement) Government Officials (Managers, Social impact (Land/EROW, Structure, Engineers, Supervisors etc.); CPR) Neighbouring communities; Disadvantaged and vulnerable Groups (women, children, person with Social Concern (Road Safety, accident disability, old age);Employees and spots, critical Junctions) Managers (Project Managers, Site Key informant Engineers, technicians, supervisors, interviews safety staff, multipurpose staff); Rural Roads (Slow moving vehicles, importance of the road, Fair/Festival Village panchayat members/ local Traffic; Environmental improvement NGO’s and Community Organization Social Concern (Road Safety, accident spots, critical Junctions; role in the area) Community workers, Sarpanch, ANMs Social Concern (Road Safety, accident etc. spots, critical Junctions) 28 | P a g e 35. Focus group discussions were conducted with a cross-section of men and women in the community. The objective of these discussions was to gain in-depth understanding of project issues and concerns from a broad group of discussants, including people who may be affected from loss of land. The consultations focused on: inclusiveness in participation of community members, perceptions and concerns about the positive and negative social impacts of the project, including impacts on land and structures. 36. Separate individual interviews were held with disadvantaged and vulnerable members of the community to disseminate information about the project and to understand their views about the project. Women at select locations were also consulted on their interest in road related livelihood activities such as providing off-carriage maintenance works and supporting the much-needed nature-based solutions/measures (bio-engineering) towards slope stabilization efforts. A separate questionnaire was administered to females on questions relating to Gender Based Violence (GBV) particularly at locations where labor camps and socially sensitive receptors such as Schools and hospitals are located. 37. Individual interviews were conducted during one on one interview during the social & environment related surveys. Such a technique helped solicit views and opinions at the individual level. It enabled stakeholders to speak freely and confidentially about controversial and sensitive issues. Build personal relations with stakeholders and record the interviews. The purpose is to understand the social concerns of the directly or indirectly impacts persons. A team comprising social development professionals carried out these consultations. The outcomes of the public consultations were helpful towards providing key inputs to the DPR on adoption of the mitigation hierarchy and provide inputs for approach to management of E&S issues arising in the project road. 38. All formats used for collection of the above information, checklists used for consultations and photographs were used for collation and compilation, analysis towards preparation of the Draft ESIA report. These formats and checklists are appended to this draft ESIA. 29 | P a g e CHAPTER 2 – LEGAL AND INSTITUTIONAL FRAMEWORK 39. A review of the existing environmental and social legal and regulatory framework is discussed here in terms of their relevance and applicability to the sub-project road is presented in this chapter. Following which, the chapter presents the current institutional structure of HPRIDC – the implementing agency. 2.1 Applicable Regulations of GOI/GoHP 40. The Government of India has laid out various policy guidelines, acts and regulations pertaining to environment and social aspects. Table 2.1 lists all the applicable GOI regulations and their relevance to this sub-project. 30 | P a g e Table 2.1 Summary of Applicable E&S Regulations of GOI/GoHP S.No. Act / Rules Key provisions and purpose Applicability to Project Road 1 Environmental protection Act, 1986 and The Act provides for mandatory public consultation for all listed projects and Project road does not fall under the listed subsequent amendments activities requiring prior Environmental Clearance (EC) and includes road and projects and activities, which requires prior highways requiring further land acquisition. The Public Consultation shall environmental clearances from central or state ordinarily have two components comprising of:- (a) a public hearing at the levels and thus all provisions under the act are site or in its close proximity- district wise, to be carried out in the manner exempted/ not applicable. prescribed, for ascertaining concerns of local affected persons; (b) obtain responses in writing from other concerned persons having a plausible stake in the environmental aspects of the project or activity. 2 Environmental Impact Assessment To provide environmental clearance to new development activities following No (The project road is other district road and it Notification-2006, 14th Sep-2006, as environmental impact assessment does not fall under the category of state amended in 2009 and 2013 Highway (7f of the schedule, EIA notification) and thus is outside the preview of EIA, 2006 Notification). Therefore, no prior environmental clearances are required from central or state levels. 3 Notification for use of fly ash, 2003 and Reuse large quantity of fly ash discharged from thermal power plant to No (as there is no thermal plant with in 300km MoEF&CC notification dated 25th March minimize land use for disposal of project road) 2015 4 The Forest (Conservation) Act. 1980 To check deforestation by restricting diversion of forest areas into non- forest No. uses. 5 MoEF&CC circular (1998) on linear Protection / planting roadside strip as avenue/strip plantations as these are No. Plantation on roadside, canals and declared protected forest areas. railway lines modifying the applicability of provisions of forest (Conversation) Act, to linear Plantation 6 The Wild Life Protection Act, 1972 To protect wildlife such as National Parks and Sanctuaries No (No wild life Sanctuary or National park is within 10 km of project road) 7 Biological Diversity Act, 2002 Disclosure of species survey No, As per act, there is no presence of any rare, endangered, threatened species reported along the corridor. 8 Air (Prevention and Control of Pollution) To control air pollution Pollutants Yes (During construction phase contractor to Act, 1981 obtain CTO and CFO) to regulate air quality at 31 | P a g e S.No. Act / Rules Key provisions and purpose Applicability to Project Road construction 9 Water (Prevention and Control of To control water pollution by controlling discharge of pollutants as per the Yes (During construction phase contractor to Pollution) Act, 1974 prescribed standards obtain CTO and CFO) to regulate water quality at construction 10 Noise Pollution (Regulation and Control The standards for noise for day and night have been promulgated by the Yes, (During construction phase contractor to Act) 1990 MoEF&CC for various land uses. obtain CTO and CFO) to regulate noise level at construction 11 The Explosive Act 1984 Safe transportation, storage and use of explosive material No (as explosive are prohibited to be used.) 12 The Mines and Minerals (Development For opening new quarry. Yes (During construction only, if any new and Regulation) Act 1957 quarries are opened, contractor shall avail the permission/license from competent agencies) 13 The Ancient Monuments and Conservation of cultural and historical remains found in India No Archaeological Sites and Remains Act 1958 14 National Resource Efficiency Policy, To create a facilitative and regulatory environment to mainstream resource Yes (During construction Phase) 2019 (Draft) efficiency across all sectors by fostering cross-sectoral collaborations, development of policy instruments, action plans and efficient implementation and monitoring frameworks. 15 Municipal Solid Waste (Management & Segregation, Handling & safe disposal of domestic solid waste Yes (The work force camp and camp site shall Handling) Rules, 2000 (MSW Rules) have facility for collecting the waste, and access controlled to prevent the entry of stray animals including wildlife for scavenging of waste.) 16 Hazardous Wastes (Management, Safe handling, storage, transportation & disposal of hazardous wastes Yes (Applicable during construction phase, the Handling and Trans-boundary contractor shall obtain the requisite licenses for Movement) Rules, 2008. handling and disposal of hazardous waste generated during construction phase.) 17 Batteries (Management and Safe recycling of lead acid batteries Yes (Applicable during construction phase, the Handling) Rules, 2001 contractor shall obtain the requisite licenses for handling and disposal of batteries during construction phase) 32 | P a g e S.No. Act / Rules Key provisions and purpose Applicability to Project Road 18 Central Motor Vehicle Act 1988 and To check vehicular air and noise pollution Yes (contractors responsibility to obtain Central Motor Vehicle Rules 1989 Pollution Under Control certificates during construction stage for all vehicles deployed for construction activities) 19 National Labour Act, 1970. An Act to regulate the employment of contract labour in certain Yes (This shall be contractors responsibility for establishments and to provide for its abolition in certain circumstances and for compliance) matters connected therewith 20 Public Liability and Insurance Act 1991 To provide through insurance, immediate relief, by you who control or handle Yes (The contractor shall obtain the required hazardous chemicals. insurance policy prior to commencement of Protection form hazardous materials and accidents. construction) 21 Building and Other Construction To regulate the employment and conditions of service of building and other Yes (This shall be contractors responsibility Workers act, 2006 construction workers and to provide for their safety, health and welfare for compliance) measures and for other matters connected therewith or incidental thereto. 22 The Petroleum Rules, 2002 Safe use and storage of petroleum products and will need to be compiled by Yes (contractors responsibility to obtain PUC the contractors. certificates during construction stage for all vehicles deployed for construction activities) 23 The E-Waste (Management) Rules, 2016, This provides for management of E-wastes (but not covering lead acid Yes (contractor is responsibility during the batteries and radio-active wastes) aiming to enable the recovery and/or reuse construction period) of useful material from e-waste, thereby reducing the hazardous wastes destined for disposal and to ensure the environmentally sound management of all types of waste of electrical and electronic equipment. 24 Plastic waste Management Rules, 2016 This provides for control and management of the plastic waste generated from Yes (contractor is responsibility during the any activity. Contractors will ensure compliance to this Rule. construction period) 25 State Groundwater Acts and Rules These provide for regulating extraction of ground water for Contractors will need to obtain permission from construction/industrial and drinking and domestic purposes. Central/State Groundwater Boards prior to groundwater abstraction through either new/existing tube well or through any other means; and will to ensure full compliance to all applicable rules and any conditions imposed in the permit by competent authority. 33 | P a g e S.No. Act / Rules Key provisions and purpose Applicability to Project Road 26 Construction & Demolition, Waste This rule shall be applicable to construction waste/debris resulting from road Yes. As, this Project is a rehabilitation/widening Management Rules, 2016 construction including RCC bridge and other protection works of road with demolition of old and damaged CD structures, the project road is likely to generate the demolition waste. The project considers balancing the cut and filling volumes and reusing the debris/muck generated in the construction of sub base and base layers of the road. Excess debris will be safely disposed in approved sites by the project authorities and district administration. 27 Right to Fair Compensation and The act provides for a transparent process and fair compensation in land Applicable to all sub-projects when land is Transparency in Land Acquisition, acquisition for public purpose and provides for rehabilitation and resettlement required to be taken on involuntary basis i.e. if Rehabilitation and Resettlement Act, of land owners and those affected by land acquisition. It comprises four land is not taken on direct purchase from the 2013 (RFCTLARR) schedules that provide the minimum applicable norms for compensation based owner on market value, multiplier and solatium; resettlement and rehabilitation (R&R) entitlements to land owners and livelihood losers; and facilities at resettlement sites for displaced persons, besides providing flexibility to states and implementing agencies to provide higher norms for compensation and R&R. 28 The Himachal Pradesh Right to Fair Provides the rules for operationalizing the provisions of the above-mentioned Applicable to all sub-projects when land is Compensation and Transparency in Land act required to be taken on involuntary basis i.e. if Acquisition, Rehabilitation and land is not taken on direct purchase from the Resettlement (Social Impact Assessment owner and Consent) Rules 2015, 29 Acquisition of Land by Private For speedier acquisition of land, the process of acquisition by private Either of the options would be used for Negotiation and Upkeep of Land negotiations with the interested landowners have proved to be beneficial to acquiring land under the project Record/General Guidelines and both the parties i.e. landowners as well as acquiring department, Government Instruction (Standing Order of Himachal Pradesh in January 2018 publish the order to execute for No .28)(PBW(B)F(5)40/2017-PWD/ infrastructure projects. If it is found that acquisition of land is imminent for a GoHP, January 2018 public purpose, following two options will be available with the concerned department i) Acquisition by private negotiation. ii) Compulsory acquisition under the provisions of the new Land Acquisition Act “Right to Fair Compensation and Transparency in Land Acquisition 34 | P a g e S.No. Act / Rules Key provisions and purpose Applicability to Project Road Rehabilitation and Resettlement Act, 2013.” 30 The Himachal Pradesh Road The Act defines road infrastructure that includes: Applicable to all roads in HP specifically to Infrastructure Protection Act, 2002 (and roads, paths and streets for transport or communication and also shall address the issue of encroachments Rules 2004) include: - (i) acquired road land width; (ii) all types of road and their structure, such as road pavements, shoulders, retaining walls, breasts walls, (iii) any structure ancillary to road transport and communication system; (iv) bridges including approaches, return walls, wing walls, protection works and allied structures;(v) expressways including interchanges, (vi) road furniture, such as parapets, railings, etc. No person shall: encroach upon the Government land under road infrastructure; iii) raise any permanent, temporary or movable structure on or from roa d infrastructure; 31 The Himachal Pradesh roadside land Act has provisions for restriction on buildings etc., in a controlled area no Applicable to all roads in HP specifically to control act 1968 person shall erect or re-erect any building or make or extend any excavation address the issue of encroachments or lay out means of access to a road in a controlled area. 32 The Right to Information Act, 2005 The Act provides for setting out the practical regime of right to information Applicable to the project as a whole. for citizens to secure access to information under the control of public authorities, in order to promote transparency and accountability in the working of every public authority, the constitution of a Central Information Commission and State Information Commissions and for matters connected therewith or incidental thereto. 33 The Rights of Persons with Disabilities The Act ensures that persons with disabilities enjoy the right to equality and Applicable to the project road infrastructure in Act, 2016 non-discrimination in all aspects of life. Every entity has to comply with the terms of making it more accessible accessibility standards relating to physical environment, transport and information and communication technology as per the standards prescribed in the RPD Act. These include barrier free built environment having elevators/ramps for the benefit of wheelchairs. In respect to Access to Transport”- mentioned that-the appropriate Government shall take suitable measures to provide,—(a) facilities for persons with disabilities at bus stops, railway stations and airports conforming to the accessibility standards relating to parking spaces, toilets, ticketing counters and ticketing machines;(b) access to all modes of transport that conform the design standards, including retrofitting old modes of transport, wherever technically feasible 35 | P a g e 2.2 World Bank ESF Policy, Directives and Standards – Extent of Relevance 41. Section below discusses the relevance of ESF Policy, each of the ten standards (ESS1 to 10) and associated Directive; their requirements. Additionally, it also discusses the relevance and requirements relating to other guidance notes of World Bank. 36 | P a g e Table 2.2 – World Bank ESF Policy, 2016 and World Bank Groups’ EHSGs, IFC, 2007 World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project World Bank Environment and It sets out the mandatory The types of E&S risk and impacts that should be Applicable to this project Social Policy for Investment requirements of the Bank in relation considered in the environmental and social assessment. Project Financing to the projects it supports through The use and strengthening of the Borrower’s Investment Project Financing. environmental and social framework for the assessment, development and implementation of World Bank financed projects where appropriate. ESS-1 Identify, assess, evaluate, and The types of E&S risk and impacts that should be E&S risks and Impacts have been Assessment and Management manage environment and social risks considered in the environmental and social assessment. identified based on surveys and of Environmental and Social and impacts in a manner consistent The use and strengthening of the Borrower’s consultations with primary stakeholders Risks and Impacts with the ESF. Adopt differentiated environmental and social framework for the including communities and implementing measures so that adverse impacts do assessment, development and implementation of World agency not fall disproportionately on the Bank financed projects where appropriate. disadvantaged or vulnerable, and they are not disadvantaged in sharing development benefits and opportunities ESS-2 Promote safety and health at work. Requirements for the Borrower to prepare and adopt Project will following types of workers: Labor-and-Working- Promote the fair treatment, non- labor management procedures. Provisions on the i) Direct workers will include the project Conditions discrimination, and equal treatment of direct, contracted, community, and managers and supervisors, who are opportunity of project workers. primary supply workers, and government civil employees of HPRIDC, deployed for Protect project workers, with servants. Requirements on terms and conditions of HPSRTP; ii) All the work force deployed particular emphasis on vulnerable work, non-discrimination and equal opportunity and by the Contractors and the Project workers. Prevent the use of all forms workers organizations. Provisions on child labor and Management Consultant (for all of forced labor and child labor. forced labor. Requirements on occupational health and packages) under the HPSRTP will be Support the principles of freedom of safety, in keeping with the World Bank Group’s deemed to be contracted workers. The association and collective bargaining Environmental, Health, and Safety Guidelines (EHSG). Contractor(s) might further engage of project workers in a manner multiple subcontractors; iii) Influx of consistent with national law. Provide migrant labor from other states for project workers with accessible construction works has been a norm in the means to raise workplace concerns. state and is likely to continue in this project; iv) Community workers may be employed by the contractor in relation to 37 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project this Project from local sources particularly for supporting bio- engineering solutions towards slope stabilization workers. ESS-3 Promote the sustainable use of Requires an estimate of gross greenhouse gas With respect to Resource Efficiency, the Resource-Efficiency-and- resources, including energy, water, emissions resulting from project (unless minor), where project preparation and the ESA process Pollution-Prevention-and- and raw materials. Avoid or technically and financially feasible. Requirements on will identify feasible measures for Management minimize adverse impacts on human management of wastes, chemical and hazardous efficient (a) energy use; (b) water usage health and the environment caused materials, and contains provisions to address historical and management to minimize water usage by pollution from project activities. pollution. ESS-3 refers to national law and Good during construction, conservation Avoid or minimize project-related International Industry Practice, in the first instance the measures to offset total construction emissions of short and long-lived World Bank Groups’ EHSGs. water demand and maintain balance for climate pollutants. Avoid or demand of water resources; and (c) raw minimize generation of hazardous materials use by exploring use of local and non-hazardous waste. Minimize materials, recycled aggregates, use of and manage the risks and impacts innovative technology so as to minimize associated with pesticide use. project’s foot prints on finite natural Requires technically and financially resources. feasible measures to improve With respect to Pollution Management, efficient consumption of energy, based on past road project experiences, water, and raw materials, and the project will develop, as part of the introduces specific requirements for ESA process, prevention and water efficiency where a project has management measures to offset risks and high water demand. impacts of pollution from potential sources such as dust and emission from operation of hot-mix and batching plants, crushers, construction and haulage vehicles, material and spoil stockpile; effluents and wastewater from labor camps, construction camp; spillage or leakage during handling of chemical admixtures, hazardous materials like bitumen, high strength diesel, used oil, battery wastes etc.; and disposal of non- hazardous wastes (municipal wastes) 38 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project generated during project implementation period. ESS-4 Anticipate or avoid adverse impacts Requirements on infrastructure, taking into account In the project corridor there is likely to be Community-Health-and- on the health and safety of project- safety and climate change, and applying the concept of i) hill cutting, landslides, road excavation, Safety affected communities during project universal access, where technically and financially use of vibratory equipment, construction life-cycle from routine and non- feasible. Requirements on traffic and road safety, debris handling and disposal etc. during routine circumstances. Promote including road safety assessments and monitoring. construction; ii) high likelihood of direct quality, safety, and climate change Addresses risks arising from impacts on provisioning exposure to increased construction related considerations in infrastructure and regulating ecosystem service. Measures to avoid or traffic and equipment especially at road design and construction, including minimize the risk of water-related, communicable, and sections traversing settlement area with dams. Avoid or minimize non-communicable diseases. Requirements to assess limited carriageway/roadway width, and community exposure to project- risks associated with security personnel, and review sensitive receptors such as schools, related traffic and road safety risks, and report unlawful and abusive acts to relevant religious place, health centre/hospitals; diseases and hazardous materials. authorities. iii) high dust levels from earthworks/hill Have in place effective measures to cutting, high noise and emission level address emergency events. Ensure from traffic congestion and idling of that safeguarding of personnel and vehicles; and iv) influx of migrant property is carried out in a manner workers could potentially cause local that avoids or minimizes risks to the discomfort or potential conflicts with project-affected communities. local people. ESS-5 Avoid or minimize involuntary Applies to permanent or temporary physical and Land will be required for widening, Land-Acquisition- resettlement by exploring project economic displacement resulting from different types upgradation works in identified corridors Restrictions-on-Land-Use- design alternatives. Avoid forced of land acquisition and restrictions on access. Does not and possibly for rehabilitation corridor and-Involuntary-Resettlement eviction. Mitigate unavoidable apply to voluntary market transactions, except where works, curve/geometric improvements, adverse impacts from land these affect third parties. Provides criteria for blind spots, etc. Hence impacts on land, acquisition or restrictions on land “voluntary” land donations, sale of community land, private and community owned assets use by providing compensation at and parties obtaining income from illegal rentals. including structures, trees and crops replacement cost and assisting Prohibits forced eviction (removal against the will of within existing and proposed ROW is displaced persons in their efforts to affected people, without legal and other protection likely. Physical and economic 39 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project improve, or at least restore, including all applicable procedures and principles in displacement too is very likely. livelihoods and living standards to ESS5). Requires that acquisition of land and assets pre-displacement levels or to levels happens only after payment of compensation and prevailing prior to the beginning of resettlement has occurred. Requires community project implementation, whichever is engagement and consultation, disclosure of higher. Improve living conditions of information and a grievance mechanism. poor or vulnerable persons who are physically displaced, through provision of adequate housing, access to services and facilities, and security of tenure. Conceive and execute resettlement activities as sustainable development programs. ESS-6 Protect and conserve biodiversity Requirements for projects affecting areas that are Site clearance activities for road Biodiversity-Conservation and habitats. Apply the mitigation legally protected designated for protection or construction will involve removal of road hierarchy and the precautionary regionally/internationally recognized to be of high side vegetation and felling of trees. The approach in the design and biodiversity value. Requirements on sustainable biodiversity studies has indicated that implementation of projects that management of living natural resources, including entire corridor along the project road is could have an impact on primary production and harvesting, distinguishing rich in biodiversity, interspersed with biodiversity. To promote the between small-scale and commercial activities. invasive species. Other than the clearance sustainable management of living Requirements relating to primary suppliers, where a of road side vegetation, road construction natural resources. project is purchasing natural resource commodities, will also require felling of trees. including food, timber and fiber. ESS-7 Ensure that the development process Applies when the Indigenous Peoples are present or Not relevant to this sub-project road. Indigenous-Peoples fosters full respect for affected have a collective attachment to the land, whether they Though it has 3 tribal households might parties’ human rights, dignity, are affected positively or negatively and regardless of be impacted across the 13.5 km corridor aspirations, identity, culture, and economic, political or social vulnerability. The option these households do not meet the natural resource-based livelihoods. to use different terminologies for groups that meet the characteristics outlined in this Standard. Promote sustainable development criteria set out in the Standard. The use of national Hence no differential provisions will be benefits and opportunities in a screening processes, providing these meet World Bank required to address the impacts on these manner that is accessible, culturally criteria and requirements. Coverage of forest dwellers, households. appropriate and inclusive. Improve hunter gatherers, and pastoralists and other nomadic project design and promote local groups. Requirements for meaningful consultation support by establishing and tailored to affected parties and a grievance mechanism. maintaining an ongoing relationship Requirements for a process of free, prior and informed 40 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project based on meaningful consultation consent in three circumstances. with affected parties. Obtain the Free, Prior, and Informed Consent (FPIC) of affected parties in three circumstances. Recognize, respect and preserve the culture, knowledge, and practices of Indigenous Peoples, and to provide them with an opportunity to adapt to changing conditions in a manner and in a timeframe acceptable to them. ESS-8 Protect cultural heritage from the Requires a chance finds procedure to be established. The alignment of the project road does Cultural-Heritage adverse impacts of project activities Recognition of the need to ensure peoples’ continued not have any ancient monuments and/or and support its preservation. Address access to culturally important sites, as well as the need archaeological site(s), protected but it has cultural heritage as an integral aspect for confidentiality when revealing information about 1 religious structures/shrines of local of sustainable development. Promote cultural heritage assets that would compromise or importance that is partially impacted by meaningful consultation with jeopardize their safety or integrity. Requirement for the proposed road improvement activities stakeholders regarding cultural fair and equitable sharing of benefits from commercial heritage. Promote the equitable use of cultural resources. Provisions of archaeological sharing of benefits from the use of sites and material, built heritage, natural features with cultural heritage. cultural significance, and moveable cultural heritage. ESS-9 Sets out how Financial Financial Intermediaries (FIs) to have an Not relevant as there is no financial Financial-Intermediaries Intermediaries (FI) will assess and Environmental and Social Management System intermediary involved. manage environmental and social (ESMS) - a system for identifying, assessing, risks and impacts associated with the managing, and monitoring the environmental and subprojects it finances. Promote social risks and impacts of FI subprojects on an good environmental and social ongoing basis. FI to develop a categorization system management practices in the for all subprojects; with special provisions for subprojects the FI finance. Promote subprojects categorized as high or substantial risk. FI good environmental and sound borrowers to conduct stakeholder engagement in a human resources management within manner proportionate to the risks and impacts of the FI the FI. subprojects. 41 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project ESS-10 Establish a systematic approach to Requires stakeholder engagement throughout the Relevant as the project will involve a Stakeholder-Engagement-and- stakeholder engagement that helps project life cycle, and preparation and implementation wide variety of stakeholders during its Information-Disclosure Borrowers identify stakeholders and of a Stakeholder Engagement Plan (SEP). Requires project cycle including Police Department maintain a constructive relationship early identification of stakeholders, both project- that are associated with activities under with them. Assess stakeholder affected parties and other interested parties, and other components of the project such as interest and support for the project clarification on how effective engagement takes place. Road Safety and enable stakeholders’ views to be Stakeholder engagement to be conducted in a manner taken into account in project design. proportionate to the nature, scale, risks and impacts of Promote and provide means for the project, and appropriate to stakeholders’ interests. effective and inclusive engagement Specifies what is required for information disclosure with project-affected parties and to achieve meaningful consultation. throughout the project life-cycle. Ensure that appropriate project information is disclosed to stakeholders in a timely, understandable, accessible and appropriate manner. Environmental and Social This Directive applies to the Bank It lays down the following responsibilities of the Bank Applies to Bank in addressing E&S Directive for Investment and sets out the mandatory to manage ES risks and impacts as below: a) undertake aspects of this project Project Financing requirements for the implementation its own due diligence of the ES risks and impacts of the Environmental and Social related to the Project; b) support the Borrower to Policy for Investment Project engage in meaningful consultation with stakeholders, Financing (IPF). in particular affected communities, and in providing Project-based grievance mechanisms; c) assist the Borrower in identifying appropriate methods and tools to assess and manage the potential ES risks and impacts of the Project; d) agree with the Borrower on the conditions under which the Bank is prepared to provide support to the Project, as set out in the ESCP; and e) monitor the ES performance of a Project in accordance with the ESCP and the ESSs. Bank Directive Addressing This Directive establishes directions It requires the Bank task team to support the borrower Applies to Bank in addressing E&S risks Risks and Impacts on for Bank staff regarding due in establishing arrangements for the undertaking and and impacts on disadvantaged and Disadvantaged or Vulnerable diligence obligations relating to the preparation of the environmental and social assessment vulnerable persons or groups that are 42 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project Individuals or Groups identification of, and mitigation of of the project as required by ESS1. It reviews the terms identified in this project corridor risks and impacts on, individuals or of reference for the environmental and social groups who, because of their assessment to verify that (a) identifies (or requires the particular circumstances, may be identification of) groups or individuals affected by the disadvantaged or vulnerable project that may be disadvantaged or vulnerable; and (b) requires an assessment of project risks and impacts, and identification of differentiated mitigation measures, as they pertain to the disadvantaged or vulnerable individuals or groups that are identified. World Bank’s Guidance note The document provides guidelines to Requires HPRIC to prepare a labor influx management Applicable to all sub-projects, as influx of on managing the risks of address issues and risks arising from and GBV risk mitigation plan migrant labor in construction works is a adverse impacts on influx of migrant labor leading to norm in Himachal Pradesh communities from temporary gender-based violence, forced labor project induced labor influx, etc. 2016 Good Practice Note on Road Road Safety - To identify, evaluate Requirements on traffic and road safety, including road Yes Safety and monitor the potential traffic and safety assessments and monitoring. road safety risks to workers, affected communities and road users throughout the project life-cycle and, where appropriate, will develop measures and plans to address them. The Borrower will incorporate technically and financially feasible road safety measures into the project design to prevent and mitigate potential road safety risks to road users and affected communities”. World Bank Groups’ EHSGs, IFC, 2007 General EHS Guidelines, The General EHS Guidelines contain Requirements on environmental, health, and safety Yes April, 2007, IFC information on cross-cutting issues during construction of project road. environmental, health, and safety issues potentially applicable to all industry sectors EHS Guidelines for The EHS Guidelines contain the Requirements on the resource management of Yes 43 | P a g e World Bank ESS Policy, Objectives Requirements Relevance & Extent of Relevance to the Standards, Directive sub-project/project Construction Materials performance levels and measures construction materials extraction activities such as Extraction, April, 2007, IFC that are considered to construction aggregates, limestone, slates, sand, gravel, clay, materials extraction activities such as gypsum, feldspar, silica sands, and quartzite. aggregates, limestone, slates, sand, gravel, clay, gypsum, feldspar, silica sands, and quartzite 2.3 Comparison of GoI/GoHP legislations and ESF, 2016 42. The GoI/GoHP legislations and ESF, 2016 of World Bank have been compared and gaps if any are summarized in the Table 2-3. Table 2-3: Comparison of GoI/GoHP legislations and Regulations and ESF, 2016 S.No ESS Equivalent National Environmental Policy and Regulations Policy Gaps and its redressal 1 ESS-1 Assessment and Environmental Impact Assessment Notification-2006, 14th Sep-2006, as amended The ESS 1 requires EA for road irrespective of its type. Management of in 2009 and 2013 While, EIA notification is limited to Expressway, National Environmental and Social highway and State Highway. Risks and Impacts However, Environmental Impact Assessment Notification- 2 ESS-2  The Building and Other Construction Workers (Regulation of Employment 2006 is not applicable The National to the project legal provisions almostroad. cover all requirements Labour-and-Working- And Conditions Of Service) Act, 1996 and Himachal Pradesh Building and in ESS2 except relating to community workers and a Conditions Other Construction Workers (Regulation Of Employment And Conditions Of functional GRM for different types of workers. Service) Rules, 2008, Hence, under this project, a Project’s Labour management  Contract Labour (Regulation & Abolition) Act 1970, procedure has been prepared to regulate working conditions  Minimum Wages Act 1948, Payment of Wages Act 1936, and management of worker relations including workers  Child Labour (Prohibition & Regulation) Act 1986, specific GRM, terms and conditions of employment, non-  Inter-State Migrant workmen’s (Regulation of Employment & Conditions of discriminations and equal opportunity, protection of work Service) Act 1979 force, prohibition of child/force labour and provision of OHS. 44 | P a g e S.No ESS Equivalent National Environmental Policy and Regulations Policy Gaps and its redressal 3 ESS-3 and EHS Guidelines  Environmental protection Act, 1986 and subsequent amendments The majority of ESS3 requirements are addressed by existing of IFC  Environmental Impact Assessment Notification-2006, 14th Sep-2006, as regulations and indirectly for resource efficiency and climate Resource-Efficiency-and- amended in 2009 and 2013 change aspects. Further, bridging of gap is most likely after Pollution-Prevention-and-  Air (Prevention and Control of Pollution) Act, 1981; notification of National Resource Efficiency Policy, 2019, Management  Water (Prevention and Control of Pollution) Act, 1974, for Pollution- currently at draft stage. However in its absence currently, the Prevention-and-Management; ESMP provides for commensurate mitigation measures  The Noise Pollution (Regulation And Control) Rules, 2000  National Resource Efficiency Policy, 2019 (Draft)  Notification for use of fly ash, 2003 and MoEF&CC notification dated 25th March 2015  Municipal Solid Waste (Management & Handling) Rules, 2000 (MSW Rules)  Hazardous Wastes (Management, Handling and Trans-boundary Movement) Rules, 2008.  Batteries (Management and Handling) Rules, 2001  Central Motor Vehicle Act 1988 and Central Motor Vehicle Rules 1989  The E-Waste (Management) Rules, 2016,  Plastic waste Management Rules, 2016  Construction & Demolition, Waste Management Rules, 2016 4 ESS-4  Air (Prevention and Control of Pollution) Act, 1981; While other acts cover for all of ESS 4 requirements, gaps Community-Health-and-  Water (Prevention and Control of Pollution) Act, 1974, for Pollution- exist for Community- community exposure to health issues Safety Prevention-and-Management;  The Noise Pollution (Regulation And Control) Rules, 2000 The gaps are addressed through suitable provisions in ESMP  Guide Lines on Traffic Management in Work Zones IRC:SP:55 – 2014, and contractor obligation as part of C-ESMP for Community  Municipal Solid Waste (Management & Handling) Rules, 2000 (MSW Rules) health and safety include need for OHS plan, Influx  Hazardous Wastes (Management, Handling and Trans-boundary Movement) management Plan, Workers camp management plan, Traffic Rules, 2008. and road safety management Plan  Construction & Demolition, Waste Management Rules, 2016 45 | P a g e S.No ESS Equivalent National Environmental Policy and Regulations Policy Gaps and its redressal 5 ESS-5  The Himachal Pradesh Right to Fair Compensation and Transparency in Land Gap exists specifically related to aspects such as Land-Acquisition- Acquisition, Rehabilitation and Resettlement (Social Impact Assessment and identification of non-titleholders as PAPs; cut off dates for Restrictions-on-Land-Use- Consent) Rules 2015, non-titleholders and valuation of structures with and-Involuntary-  Acquisition of Land by Private Negotiation and Upkeep of Land2017-PWD/ depreciation. The gaps are addressed with suitable provisions Resettlement GoHP, January 2018 Record/General Guidelines and Instruction (Standing in RPF. Order No .28) (PBW(B)F(5)40) 6 ESS-6  Biological Diversity Act, 2002, Provisions from the acts meets the ESS requirements. Biodiversity-Conservation  Wildlife Protection Act 1972 (WLPA),  The Forest (Conservation) Act, 1980 FCA BMP will be prepared to address the wildlife presence and movement outside protected area and in and around the project corridor. 7 ESS-7 Not applicable 8 Indigenous-Peoples ESS-8  Ancient Monuments and Archaeological Sites and Remains Act, 1958 and Provisions form the act meets the ESS requirements. Cultural-Heritage  The Himachal Pradesh Ancient and Historical Monuments and Archaeological Chance find procedures is included in EMSP. Impacts on Sites and Remains Act, 1976 religious structures (not protected, but social and cultural value) will be mitigated or managed through provisions for restoration or reconstruction of CPRs in RAP. 9 ESS-9 Not applicable Financial-Intermediaries 10 ESS-10  Environmental Impact Assessment Notification-2006, 14th Sep-2006, as Environmental Impact Assessment Notification-2006 is not Stakeholder-Engagement- amended in 2009 and 2013 applicable to the project road though it has provisions for and-Information-Disclosure  The Himachal Pradesh Right to Fair Compensation and Transparency in Land public hearing as part of impact assessment process. Acquisition, Rehabilitation and Resettlement (Social Impact Assessment and Consent) Rules 2015, Similarly, HP RFCTLARR, 2015 has provisions for  GoHP standing order on Private Negotiations consultations during SIA.  Right to information Act 2005 The Standing order on private negotiations requires consultations but with affected land owners only The Project has prepared a Stakeholder Engagement Plan (SEP) to engage with all stakeholders relevant to the different components sub-components of the project. 46 | P a g e S.No ESS Equivalent National Environmental Policy and Regulations Policy Gaps and its redressal 11 EHS Guidelines for  Environmental protection Act, 1986 and subsequent amendments The majority of ESS3 requirements are addressed by existing Construction Materials  Environmental Impact Assessment Notification-2006, 14th Sep-2006, as regulations and indirectly for resource efficiency and Extraction, April, 2007, amended in 2009 and 2013 climate change aspects. Further, bridging of gap is most IFC  Air (Prevention and Control of Pollution) Act, 1981; likely after notification of National Resource Efficiency  Water (Prevention and Control of Pollution) Act, 1974, for Pollution- Policy, 2019, currently at draft stage. Prevention-and-Management;  The Noise Pollution (Regulation And Control) Rules, 2000 Project design considers measures for minimization of  National Resource Efficiency Policy, 2019 (Draft) natural material extraction and reuse of extracted materials in  Notification for use of fly ash, 2003 and MoEF&CC notification dated 25th project construction March 2015  Municipal Solid Waste (Management & Handling) Rules, 2000 (MSW Rules)  Hazardous Wastes (Management, Handling and Trans-boundary Movement) Rules, 2008.  Batteries (Management and Handling) Rules, 2001  Central Motor Vehicle Act 1988 and Central Motor Vehicle Rules 1989  The E-Waste (Management) Rules, 2016,  Plastic waste Management Rules, 2016  Construction & Demolition, Waste Management Rules, 2016  The Mines and Minerals (Development and Regulation) Act 1957 47 | P a g e 43. Based on comparative analysis of national/state’s regulatory frameworks with ESS1-8 and 10, the requirements in regulatory frameworks were found to be aligned with ESSs. The exception being (a) GHG emission calculation, (b) resource efficiency, (c) community health and safety and (d) workers grievance redressal mechanism. These aspects are considered in different themes of impact assessment in line with international best practices, but not mandatory under existing regulatory frameworks. Currently, National Resource Efficiency Policy, 2019 is being framed (draft stage) with an objective to mainstream resource efficiency across all sectors by fostering cross-sectoral collaborations, development of policy instruments, action plans and efficient implementation and monitoring frameworks. 44. Further as gaps exists between GoHP, GoI and ESS5 requirements, gap-filling measures are reflected in the entitlement matrix of the Resettlement Policy Framework and in the Resettlement Action Plans. In case of stakeholder engagement, specifically, the EIA notification 2006 requires conducting of public hearings during process of impact assessment, but is limited to project that are categorized as Category-A, while, RFCTLARR Act and also GoHP Standing order on Private Negotiations requires consultation with project affected people during Social Impact Assessment. 45. In the event of any conflict or inconsistency between the provisions of this GOI, GoHP and RPF and the provisions of World Bank’s ESF, the provisions of the ESF shall prevail. 2.4 Clearances/Permissions required for the Project Road 46. The project road does not require any prior environmental clearances from the state/government of India level. The preconstruction and construction stage permissions required for the project road are given in Table 2.4. Table 2.4 Clearances and Permissions Required for the Project Road S. No. Clearances/Permissions required Competent Authority to Accord Responsibility to Obtain Clearances Clearance A. Pre-construction Stage 1 Permission for tree felling Divisional Forest officer, Bilaspur, HPRIDC Department of Forests, GoHP and District Magistrate Bilaspur B. Construction Stage 1 Consent to establish and Consent to Himachal Pradesh State Pollution Contractor operate construction camp sites, Control Board, crusher units, hot mix plants, concrete batch mix plants, WMM plants, work force camps etc. 2 Permissions for sourcing of water Irrigation and Public Health Contractor for construction activities (Surface Department, GoHP and Ground Water ) 3 License to store HSD and Regional office of Chief Controller Contractor Explosives at Construction camp if of Explosives, GoI, Himachal required. Pradesh 4 Permission to Establish District Magistrate & Local Contractor Construction camps Panchayat (s), land owners in case of private land 5 Opening of new quarry sites for Geological Wing, Department of Contractor Stone aggregates Industries, GoHP 6 Extraction of Groundwater Central Ground Water Board, GoI Contractor and GoHP 48 | P a g e S. No. Clearances/Permissions required Competent Authority to Accord Responsibility to Obtain Clearances Clearance 7 Mining of minor mineral like District Environmental Impact Contractor borrow earth Assessment Authority, GoHP 8 Labour License District Labor commissioner Contractor 2.5 Institutional Framework 47. The project implementation involves multiple institutions, namely: HPRIDC of HPPWD, HPDOT and HP State Police Commission. HPRIDC will be responsible for the overall coordination of the project implementation. The reform of HPPWD and road infrastructure improvement will be implemented by HPRIDC. HP State Police Commission will implement the Road Safety component. 48. Himachal Pradesh Road & Other Infrastructure Development Corporation Limited, a wholly owned Company of Government of Himachal Pradesh was incorporated on 10.06.1999 under the Companies Act, 1956. HPRIDC is an apex organization in Himachal Pradesh engaged in fostering the growth of infrastructure development in the State. Its objectives are to: a) construct erect build, re-model, execute, repair, develop, improve, administer, manage, control, maintain, demolish, grade, curve, pave, macadamize, cement, Highways, Expressways, Roads, Paths, Streets, Bridges, Sideways, Bypasses, Tunnels, Pavements, Reclamation, Improvements, Road over Bridges, Road under Bridges, Underground Road, or any other structural or architectural work and also to do other similar construction, leveling or paving work at present being a part of the activity of the Himachal Pradesh Public Works Department; b) facilitate and or undertake to construct, erect, build, renovate, develop, improve, manage, control maintain other infrastructure projects including those related to Power, Telecom Information and Technology, Transmission of Electricity, Water Supply Projects, etc.; c) act as a special purpose vehicle for resource mobilization on behalf of the State Government for all infrastructure projects 49. HPRIDC headed by the Managing Director (Principal Secretary of HPPWD) and governed by a Board of Directors chaired by the Chief Secretary of the State is currently the focal unit for the development of the state core roads network (SCRN) and managing upgrading and major rehabilitation contracts. HPRIDC has acquired some experience from the implementation of HPSRP – I. It has built capacity and has procurement, financial management, contract administration and support staff necessary for the implementation of the proposed project. HPRIDC will engage Environment and Social Safeguards officers and Project Management Consultant (PMC), which will be responsible for quality assurance and monitoring. 50. HPRIDC has established a system dealing with external complaints on procurement, fraud/corruption and construction quality. This system will include maintaining files to monitor status of follow up of each received comments, suggestions and grievances. The implementation of the system will be monitored by Chief Vigilance Officer of the PWD (who shall act Vigilance Officer (VGO) for the HPRIDC). The mechanisms will include provision for follow up investigations of substantial complaints to ensure independency and reliability of the system. For the complaint mechanism to function efficiently, the information concerning the alternative conduits for complaint (dedicated email address and physical mailing box) are being publicized. Complaints, suggestions and grievances handling system have been included at HPRIDC website: http://admis.hp.nic.in/himachal/hpridc. An Information Officer who has been designated by HPRIDC as a full-time Assistant Public Information Officer under the RTI Act is responsible for monthly updates of the system on the website 49 | P a g e 51. Responding to Complaints on Construction Quality Complaints received directly from the public relating to the quality of a specific work, good or service shall be in writing. They will be received and then reviewed by CE-cum-PD or if applicable, Zonal Chief Engineer of HPPWD concerned and dealt with in the following way. i) The CE-cum-PD shall record all complaints, whether they are referred from other recipients or directly, in a register to be maintained in a secure location in his own office. The email and physical address of the CE-cum-PD is available on web site. ii) The CE-cum-PD shall, within 5 working days of receipt of complaint, acknowledge receipt in writing to the complainant indicating that the HPRIDC is considering the issues raised and will discuss them with the concerned officers of the HPRIDC. iii) The CE-cum-PD shall then consult with the relevant officers of the HPRIDC and, after thorough review of the facts as well as interviewing of officers concerned as necessary, shall make a judgment as to the validity of the complaint. iv) Within 20 working days, the CE-cum-PD shall instruct the relevant officer to take remedial action as necessary. v) The CE-cum-PD shall write to the complainant within 30 working days of the receipt of such complaint as to the final decision of the competent authority. vi) In the event, that a complaint is received concerning an externally funded contract, the relevant funding agency shall be informed at each stage of the complaint handling process. 50 | P a g e CHAPTER 3 – BASELINE DATA 52. The baseline environmental profile of project influence area covering 15 km radius of the project as well as Bilaspur district as a whole has been described in the following sections. The environmental profile includes key attributes like physiography, drainage, geology, soil, hydro- geology, land use, flora, fauna, forest/vegetation cover, climate, ambient air quality, water quality, ambient noise levels, hazards and vulnerability of the project region among others. 53. In order to assess the baseline environment, the data has been accessed from authentic and verifiable sources as given in Table 3-1. Due attempt has been made to source and access only the latest available data from authentic and verifiable sources. Table 3-1: Data Sources for Baseline Environmental Assessment Environmental Source of data / Information Date and Year of the Data Attribute Climate/Weather IMD (Indian Metrological Last 5 years (2014-2018) data has been used Parameters like Department), Shimla and New Temperature, rainfall, Delhi wind speed and other similar climatological parameters Soil & Geology Geological Survey of India, District Ground Water Brochure of Bilaspur Central Ground Water Board, District published by the central ground State Mining Department, GoHP water board (Northern Himalayan region- Dharamshala), in year 2013 and Ground Water Year Book of Himachal Pradesh (Northern Himalayan region-Dharamshala), in Feb – 2016. Landslide Physical inspections of the Primary investigations of the project road locations/Slope project road during August – September 2019. stability Drainage/ Flooding Satellite Imagery/ Toposheet District Ground Water Brochure of Bilaspur /Hydrology study/State Water District published by the central ground Resource Department. Ground water board (Northern Himalayan region- truth verification by Physical Dharamshala), in year 2013 and Ground inspections of the project road. Water Year Book of Himachal Pradesh (Northern Himalayan region-Dharamshala), in Feb – 2016. Primary investigations of the project road during August – September 2019. Surface Water Topography sheets/field study. District Ground Water Brochure of Bilaspur Bodies, Surface water Hydrological data from the District published by the central ground quality and Ground CGWB Reports followed by water board (Northern Himalayan region- water Quality ground truth verification by Dharamshala), in year 2013 and Ground Physical inspections of the Water Year Book of Himachal Pradesh project road. (Northern Himalayan region-Dharamshala), in Feb – 2016. Also, Monitoring of the surface Monitoring of the surface and ground water and ground water quality along quality along the project road was carried the project road out by Star Analytical Services, an NABL Accredited Laboratory during ESIA Studies (Sept-2019). Ambient Air Quality Monitoring of the ambient air Monitoring of the ambient air quality and and Ambient Noise quality and ambient noise level ambient noise level measurements along the levels measurements along the project project road was carried out by Star road was carried out. Analytical Services, an NABL Accredited Laboratory during ESIA Studies (Sept- 51 | P a g e Environmental Source of data / Information Date and Year of the Data Attribute 2019). Forest/Protected Department of Forest, Govt. of Forest area as of 2018, published by Areas, Endangered Himachal Pradesh, Consultations Himachal Pradesh Forest Department, Plant and Animal, with DFOs, Forest Range GoHP and Primary investigations of the Ecological Sensitive Officers of forest department and project road by ecological assessment of the Area Wildlife with local community. project road corridor by a qualified and Corridors/Migratory This was followed by ecological experienced biodiversity expert during routes assessment of the project road August – September 2019. corridor. Trees and Vegetation Department of Forest, Govt. of Physical inspections of the project road for Cover Himachal Pradesh, Consultations ecological assessment by a qualified and with DFOs, Forest Range experienced biodiversity expert during Officers of forest department and August – September 2019. with local community. This was followed by ecological assessment of the project road corridor. Population and Census of India, 2011 and Census, 2011 data published by the Office Settlements within the Primary Surveys by of the of Registrar General & Census RoW project road corridor by a Commissioner, India and primary social qualified and experienced social economic survey of all households along expert. the project corridor by social surveyors under guidance / supervision of key social specialist of ESIA team. Cultural / Heritage and Consultations with Archaeological Survey of India, GoHP and Ancient Structures. Archaeological Survey of India, web based data search for information on State Archaeological Cultural / Heritage and Ancient Structures Department, GoHP and web within the PIA and Primary investigations based data search. of the project road during August – September 2019. 3.1 Land Environment Physiography 54. The project road entirely traverses within Bharari Tehsil of Bilaspur district, which is bounded by Una district in north-west and Hamirpur district in the north, Mandi district in east respectively. The Bilaspur district has seven Tehsils (Bharari, Ghumarwin, Bilaspur Sadar, Namhol, Jhanduta and Naina Devi). The alignment of project road in Bharari Tehsil is shown in Figure 3.1. 52 | P a g e Figure 3.1: Tehsils of Bilaspur District (Source:- https://www.mapsofindia.com/maps/himachalpradesh/tehsil/Bilaspur.html) 53 | P a g e Figure 3.2: Physiography & Drainage Pattern of Bilaspur District (Source:- Central Ground Water Board, Government of India Ministry of Water Resources ) 55. Himachal Pradesh is drained by 5 river basins, out of which Sutlej is one of the major basins. The project road traverses largely through the denudation hills part of Sutlej basin as shown in Figure 3.2. 54 | P a g e Elevation 56. As per the elevation map of Himachal Pradesh, the project road lies in the range of 248-1141 m. The maximum and minimum elevation of the project road is 981m at km 13+300 and 697 m at Km 0+900. The elevation profile of Bilaspur district showing the project road is given in Figure 3.3. Figure 3.3: Elevation Profile of project road within Bilaspur District (Source:- https://www.researchgate.net/figure/Elevation-map-of-Himachal-Pradesh-state) 55 | P a g e Geo-morphology and Soils 57. Bilaspur district is located on Siwalik ranges and forms part of the lesser Himalayas. It has a diverse landscape of hills, valleys with piedmont zone. There are seven main hill ranges i.e. Naina Devi, Kot, jhanjiar, Tiun, Bandla, Bahaurpur and Ratanpur constituting the hill system. Soil Moisture and Fertility Levels 58. In Bilaspur district, two types of soils are observed viz, alluvial soil and non-calcic brown soil. Most of the area in the district is covered with alluvial soil and only hilly area in the district is covered with non-calcic brown soil. Soil is rich in nutrients and is fertile. Also, the soil fertility along the adjoining areas of project corridor is reported to have High fertility level. The soil moisture of Bilaspur district showing the project road is given in Figure 3.4. Figure 3.4: Geology Map of Bilaspur District (Source:- Geological website of Bilaspur district.) 56 | P a g e Figure 3.5: Soil Moisture of Bilaspur District (Source:- http://www.aapahinnovations.com/soil-moisture-map-state-himachal-pradesh) Soil Monitoring Data 59. The soil quality along the project corridor was tested near Mojoti village. The test results of the soil quality are given Table 3.2. The soil fertility (NPK value) of Bilaspur district as a whole is given in Figure 3.6, which indicates N as High, P as high and K as low. 57 | P a g e Table 3.2: Soil Test Results along Project Road S.No Parameters Units Test Value 1 pH -- 7.68 2 Electrical Conductivity µS 152.3 3 Bulk Density g/cc 1.23 4 Phosphates Kg/Ha 6.42 5 Potassium Kg/Ha 128.4 6 Nitrogen Kg/Ha 196.2 7 Total Organic Carbon % 0.86 9 Copper mg/ kg 2.03 10 Zinc mg/ kg 0.97 11 Nickel mg/ kg 0.25 12 Chromium mg/ kg 2.49 13 Lead mg/ kg 4.80 14 Cadmium mg/ kg <0.50 15 CEC meq/100gr 1.36 16 SAR meq/100gr 0.58 17 Texture and Composition of Soil - Sandy Loam Sand % 64.5 Silt % 15.9 Clay % 19.6 Figure 3.6: Soil Fertility of Bilaspur District (Source:- http://www.aapahinnovations.com/soil-moisture-map-state-himachal-pradesh/) 58 | P a g e Land Use 60. The project road traverses majorly along agricultural lands. The land use map of Himachal Pradesh along with the project road is shown in fig 3.7 Figure 3.7: Land use Map of Bilaspur District (Source:- Forest department of Himachal Pradesh) Land Use / Land Cover of Project Corridor by NRSC 61. Using, standard land use classification system proposed by National Remote Sensing Centre (NRSC), about Seven classes of level I, land use / land cover classes were identified and mapped using satellite data along the project corridor. Further, the imagery is interpreted and ground checked for corrections. 59 | P a g e 62. The land use / land cover with in the Project Influence Area (15km) is given in Figure 3.8. The Built –up land occupies about 19.11 Sq km, Forest Plantation land occupies 219.05 Sq km, Water bodies around 10.01 Sq km, Agriculture Land 201.32 Sq km, Forest Land around 41.31 Sq km, Barren land around 28.76 Sq km. Figure 3.8: Land Use/Land Cover of Project Road Agriculture 63. In Bilaspur district, millets are the most dominant agricultural crop, which can also be seen in cultivable lands along the project road. The agriculture map along with the project road within the Bilaspur district is shown in 3.9. 60 | P a g e Figure 3.9: Agriculture Map of Bilaspur District (Source:- https://www.mapsofindia.com/maps/himachalpradesh/himachalpradeshagriculture.html) 61 | P a g e 3.2 Physical Environment Climate and Rainfall 64. The climate of the district is temperate to sub- tropical. The summer is invariably hot. The winter season starts from November and continues till the middle of March. The minimum and maximum temperature varies from 1.3 o C in January to 34.7 o C in May. 65. The hills and valleys along the khads are quite dry in summer. In rainy season, humidity increases and the weather become hot and sultry. The area receives rainfall during monsoon period extending from June to September and also non-monsoon period (winter months). The annual average rainfall in the area is about 1106.28 mm and about 81.5% rainfall occurs during monsoon period (June to September). The annual rainfall over a period 2014 to 2018 in Bilaspur district is given in Table 3.3. The annual average rainfall is given in Figure 3.10. Table 3.3: Annual Average Rainfall in Bilaspur District (2014-2018) Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2014 51.9 82.7 72.6 28.5 37.1 67.2 236.8 237.2 97 6.3 0 63.9 2015 64.7 82.5 196.6 63.1 28.9 84.4 294.5 280.9 57.9 14.9 2.6 31 2016 11.4 23 78.1 3.3 87.3 176.9 168.3 397.6 90.8 9.2 0 4.5 2017 193.8 19.9 47.9 54.3 47 99.7 169.7 513.3 168.2 0.1 0.2 42.9 2018 13.8 36.9 11.5 45.1 13.6 83.6 330.4 412.2 384.5 13.9 22 3.8 Source:- Metrological centre, Shimla Figure 3.10: Annual Average Rainfall 62 | P a g e Snow fall 66. The Project road doesn’t experience snow fall, although in the winter season, precipitation as snowfall also occurs in the higher reaches up to 1000 m elevation and as rainfall in low hills and valleys of the Bilaspur district. Visibility 67. The project area has a visibility of 4 to 10 km for 308 days in morning hours and 308 days in evening and upto 1 km for less than a day in both morning and evening hours. Thunder storms 68. The project influence area as well as project road does not experience any thunder storms, dust storm and hail in any part of year. Wind speed and direction The Wind Rose of the project road for the month of September 2019 is given in Figure 3.11. The most predominant wind direction is from North and the wind speed range between 0.5 to 2.10 meters/sec observed majorly along the project road. Ambient Air Quality 69. The project area is devoid of any industries which contribute to air pollution. The only polluting source are vehicular emission and does not have large scale area base construction. The ambient air quality was established through air quality monitoring and carried at Dadhol and Ladrour locations along the project road. The test results are given in Appendix 12. Figure 3.11: Wind rose Diagram 70. The test results at both locations are below the National Ambient Air Quality Standards as well as 24 hour values of EHS guidelines. Table 3.4: Ambient Air Quality Monitoring Data Name of the Date of Week PM 10 PM 2.5 SO2 NOX Location & Code Monitoring 19.09.2019 1 57.8 19.5 6.9 13.5 20.09.2019 1 61.5 21.1 13.5 12.8 23.09.2019 2 58.3 20.3 7.2 13.6 Dadhol- AAQ1 24.09.2019 2 59.1 18.6 7.5 12.4 27.09.2019 3 58.9 21.6 6.4 11.5 28.09.2019 3 60.2 19.2 7.8 12.2 Ladhror-AAQ2 17.09.2019 1 58.6 14.5 7.5 14.1 63 | P a g e Name of the Date of Week PM 10 PM 2.5 SO2 NOX Location & Code Monitoring 18.09.2019 1 57.2 15.2 7.1 13.6 21.09.2019 2 60.2 15.8 14.1 19.9 22.09.2019 2 58.9 14.9 6.9 14.5 25.09.2019 3 56.6 15.5 7.8 13.2 26.09.2019 3 55.4 14.6 6.3 13.9 29.09.2019 4 56.3 15.1 6.8 13.4 30.09.2019 4 57.1 15.9 7.3 12.3 Limits as per NAAQS 100µg/m3 60µg/m3 80µg/m3 80µg/m3 EHS Guideline Values (24 hour, guideline 50 25 20 200 (hourly) value) Table 3- 5: Environmental Monitoring Schedule & Methods S.No. Item Monitoring Schedule Method Respirable Sampler with 24 hourly samples monitoring twice a week for one month 1 Air Quality Monitoring arrangement for at each location (Total 8 samples at each location) monitoring PM2.5 Water Quality 2 Grab samples from identified locations Grab sampling Monitoring Hourly recording of noise levels for one full day (24 3 Noise Level Monitoring Integrated Noise monitor hours) at each location) 4 Soil Testing & Analysis Grab Sample from each identified location Grab samples 64 | P a g e Figure 3.12: Map Showing Monitoring Locations along project Road Ambient Noise Levels 71. Ambient Noise levels monitoring was carried at Dadhol and Ladrour locations, which is mixed land use, junction of major highways with varying traffic volume includes both through and local. 65 | P a g e 72. The test results at both the monitored locations are below the National Ambient Noise levels well as one-hour values of EHS guidelines. Table 3- 6: Noise Level Monitoring Data Noise Results Sampling S.No Date Of Monitoring Day Time In Leq dB Night Time In Leq dB Location (A) (A) 1 20.09.2019 Dadhol (C) 60.5 51.2 2 21.09.2019 Ladrour (R) 48.5 38.9 Commercial (C) 65 55 National Ambient Noise levels Residential (R) 55 45 EHS Guideline Values (One Commercial 70 70 Hour Leq (dBA)) Residential 55 45 Surface Water 73. There are no surface water bodies in the vicinity of the project road. Therefore, the surface water quality of Seer Khadd, a surface water body at Mojoti village, which is within 15km PIA was tested during the monitoring and the test results are given in Table 3- 7. It can be seen that almost all tested parameters of surface water sample are within the safe limits of drinking water standards (IS 10500 permissible Limits), without any treatment. Table 3- 7: Test Results of Surface water at Mojoti along Project Road S.No Parameter Unit Method Result IS 10500 Test limits 1 pH -- APHA 23rd Edition; 4500 H+ B 8.21 No Relaxation 2 Turbidity NTU APHA 23rd Edition; 2130 B < 1.0 5 3 Conductivity µMho/ APHA 23rd Edition; 2510 B 211.8 -- Cm 4 Total Dissolved mg/L APHA 23rd Edition ; 2540 C 136 2000 Solids 5 Color CU APHA 23rd Edition ; 2120 B < 1.0 15 6 Odor -- -- Agreeable Agreeable 7 P-Alkalinity as mg/L APHA 23rd t Edition ; 2320 B < 10.0 -- CaCO3 8 Alkalinity as mg/L APHA 23rd t Edition ; 2320 B 78.6 600 CaCO3 9 Total Hardness as mg/L APHA 23rd Edition ; 2340 C 109.5 600 CaCO3 10 Calcium as Ca mg/L APHA 23rd Edition ; 3500 Ca B 22.3 200 11 Magnesium as mg/L APHA 23rd Edition ; 3500 Mg B 13.52 100 Mg 12 Sodium as Na mg/L APHA 23rd Edition ; 3500 Na B 3.96 -- 13 Potassium as K mg/L APHA 23rd Edition ; 3500 K B < 1.0 -- 14 Chlorides as Cl- mg/L APHA 23rd Edition ; 4500 Cl- B 8.99 1000 15 Sulphates as SO4-2 mg/L APHA 23rd Edition ; 4500 SO4-2 E 28.63 400 16 Nitrate Nitrogen mg/L APHA 23rd Edition; 4500 NO3- B < 1.0 No Relaxation as N 17 Fluorides as F- mg/L APHA 23rd Edition ; 4500 F- D < 0.1 1.5 66 | P a g e S.No Parameter Unit Method Result IS 10500 Test limits 18 Iron as Fe mg/L APHA 23rd Edition ; 3500 Fe B < 0.1 No Relaxation 19 Manganese as Mn mg/L APHA 23rd Edition ; 3500 Mn B < 0.01 0.3 20 Phenolic mg/L APHA 23rd Edition; 5530 D < 0.001 0.002 Compounds as Phenols 21 Copper as Cu mg/L APHA 23rd Edition ; 3111 B < 0.01 No Relaxation 22 Cadmium Cd mg/L APHA 23rd Edition ; 3111 B < 0.001 1 23 Zinc as Zn mg/L APHA 23rd Edition ; 3111 B < 0.5 No Relaxation 24 Lead as Pb mg/L APHA 23rd Edition ; 3111 B < 0.001 1.5 25 Mineral Oil mg/L APHA 23rd Edition ; 5520 B < 0.001 No Relaxation 26 Mercury mg/L Instrument Manual Method < 0.001 15 27 Silver as Ag mg/L Instrument Manual Method < 0.5 No Relaxation 28 Selenium as Se mg/L APHA 23rd Edition ; 3111 D < 0.05 No Relaxation 29 Dissolved mg/L APHA 23rd Edition 4500-O C 8 No Relaxation Oxygen 30 Chemical Oxygen mg/L APHA 23rd Edition 5220 B 5.3 No Relaxation Demand 31 Biochemical mg/L IS : 3025(Part-44) :2009 1 Not specified Oxygen Demand(3day’s at 27oC) 32 Total Coli forms MPN/100 IS:1622 38 Not specified ml 33 Fecal Coli forms MPN/100 IS:1622 14 Not specified ml Source:- Field Investigations 74. The test results for DO (8 mg/l), BOD (1 mg/l), Total Coliforms Organism (38 MPN/100 ml) were compared with CPCB’s permissible limits to classify Designated Best Use of Water and found to be under Class A. The designated best use of surface water classification by CPCB is given in Table 3.8. Table 3- 8: Test Results of Surface water at Mojoti along Project Road Class of Designated Best Use Criteria Water Total Coliforms Organism MPN/100ml shall be 50 or less Drinking water source (with pH between 6.5 and 8.5 A conventional treatment) Dissolved Oxygen 6mg/l or more Biochemical Oxygen Demand 5 days 20C 2mg/l or less Total Coliforms MPN/100ml shall be 500 or less Outdoor bathing (organised) B pH between 6.5 to 8.5 Dissolved Oxygen 5 mg/1 or more Total Coliforms MPN/100 ml shall be 5000 or less Drinking Water Source (without pH between 6 to 9 C conventional treatment) Dissolved Oxygen 4 mg/l or more Biochemical Oxygen Demand (BOD) 5 days 20°C 3 mg/1 or less 67 | P a g e Class of Designated Best Use Criteria Water pH between 6.5 to 8.5 for Fisheries Propagation of Wild life and D Dissolved Oxygen 4 mg/l or more Fisheries Free Ammonia (as N) 1.2 mg/l or less pH between 6.0 to 8.5 Irrigation, Industrial Cooling, Electrical Conductivity at 25°C Max 2250µ mhos/cm E Controlled Waste Disposal Sodium absorption ratio Max. 26 Boron, Max. 2 mg/l Ground water 75. Hydro geologically, both the unconsolidated valley fill and alluvial formation are occurring in the valley area and semi-consolidated sediments belonging to Siwalik Group form aquifer system in the district. Porous alluvial formation forms the most prolific aquifer system in the valley area where as the sedimentary semi-consolidated formation forms the aquifer of low yield prospect. 76. The ground water development scenario in Bilaspur district has not been assessed because of difficulty in approach for heavy machinery. High hill ranges occupy more than 95 % of the area of the district and ground water development on a smaller scale is seen in the valleys. Hence, it is expected to be under safe category. The Hydrogeology of Bilaspur District showing the project road is given in Figure 3.13. Ground Water Quality 77. The quality of ground water quality along the project road was assessed through a sample collected near Mihara (10+500km). The monitoring and the test results are given in Table 3- 9. It can be seen that almost all tested parameters of ground water sample are within the safe limits of drinking water standards (IS 10500 permissible Limits), without any treatment. 68 | P a g e Figure 3.13: Hydrogeology of Bilaspur District (Source:- https://www.researchgate.net/figure/Elevation-map-of-Himachal-Pradesh-state) 69 | P a g e Table 3- 9: Test Results of Ground water at Mihara along the Project Road S.No Parameter Unit Method Result IS 10500 Limits Acceptable Acceptable 1 pH -- APHA 23rd Edition; 4500 H B + 7.65 6.5-8.5 No Relaxation 2 Turbidity NTU APHA 23rd Edition; 2130 B < 1.0 1 5 3 Conductivity µMho/ Cm APHA 23rd Edition; 2510 B 869.1 -- -- 4 Total Dissolved mg/L APHA 23rd Edition ; 2540 C 562 500 2000 Solids 5 Color CU APHA 23rd Edition ; 2120 B < 1.0 5 15 6 Odor -- -- Agreeable Agreeable Agreeable 7 P-Alkalinity as mg/L APHA 23rd t Edition ; 2320 B < 10.0 -- -- CaCO3 8 Alkalinity as mg/L APHA 23rd t Edition ; 2320 B 380 200 600 CaCO3 9 Total Hardness as mg/L APHA 23rd Edition ; 2340 C 425 200 600 CaCO3 10 Calcium as Ca mg/L APHA 23rd Edition ; 3500 Ca B 40.08 75 200 11 Magnesium as Mg mg/L APHA 23rd Edition ; 3500 Mg B 79.07 30 100 12 Sodium as Na mg/L APHA 23rd Edition ; 3500 Na B 3.47 -- -- 13 Potassium as K mg/L APHA 23rd Edition ; 3500 K B 1.24 -- -- 14 Chlorides as Cl- mg/L APHA 23rd Edition ; 4500 Cl- B 24.99 250 1000 15 Sulphates as SO4-2 mg/L APHA 23rd Edition ; 4500 SO4-2 E 16.46 200 400 16 Nitrate Nitrogen as mg/L APHA 23rd Edition; 4500 NO3- B 2.16 45 No N Relaxation 17 Fluorides as F- mg/L APHA 23rd Edition ; 4500 F- D 1.06 1 1.5 18 Iron as Fe mg/L APHA 23rd Edition ; 3500 Fe B < 0.1 0.3 No Relaxation 19 Manganese as Mn mg/L APHA 23rd Edition ; 3500 Mn B < 0.01 0.1 0.3 20 Phenolic mg/L APHA 23rd Edition; 5530 D < 0.001 0.001 0.002 Compounds as Phenols 21 Hexavalent mg/L APHA 23rd Edition, 2012; 3500 < 0.01 0.05 No Chromium as Cr+6 Cr B Relaxation 22 Residual Chlorine mg/L APHA 23rd Edition ; 4500 Cl B < 0.01 0.2 1 as Cl 23 Total Cyanide mg/L APHA 23rd Edition ; 4500 CN- C, < 0.01 0.05 No E Relaxation 70 | P a g e S.No Parameter Unit Method Result IS 10500 Limits Acceptable Acceptable 24 Copper as Cu mg/L APHA 23rd Edition ; 3111 B < 0.01 0.05 1.5 25 Cadmium Cd mg/L APHA 23rd Edition ; 3111 B < 0.001 0.003 No Relaxation 26 Zinc as Zn mg/L APHA 23rd Edition ; 3111 B < 0.5 5 15 27 Lead as Pb mg/L APHA 23rd Edition ; 3111 B < 0.001 0.01 No Relaxation 28 Mineral Oil mg/L APHA 23rd Edition ; 5520 B < 0.001 0.5 No Relaxation 29 Mercury mg/L Instrument Manual Method < 0.001 0.001 No Relaxation 30 Silver as Ag mg/L Instrument Manual Method < 0.5 0.1 No Relaxation 31 Selenium as Se mg/L APHA 23rd Edition ; 3111 D < 0.05 0.01 No Relaxation 32 Total Coli forms MPN/100ml IS:1622 2 Shall not be detectable in 33 Fecal Coli forms MPN/100ml IS:1622 Absent any 100 ml Sample Source:- Field Investigations 3.3 Biological Environment Forest 78. The 80 percent of state’s geographical area is hilly and mountainous with altitude ranging from 460 meters to 6,600m AMSL. About 63.6 percent of state’s area is classified as forest area, though only 26.4 percent (ISFR, 2015) is under actual forest cover. In the state, legally forest is classified into Reserve Forest, Demarcated Protected Forest, un-demarcated protected forest, other forest, not managed by forest department. Legal Classification of Forest areas in HP 2018 Category wise Forests Area (Km² ) Percentage Reserved Forests 1883 4.96 Demarcated Protected Forests 12852 33.87 Un-demarcated Protected Forests 16035 42.25 Others forests (Managed by Forest Department) 7160 18.87 Not managed by Forest Department 18 0.05 Total 37948 100 Source:- https://hpforest.nic.in 79. As of year 2018, Bilaspur forest circle has a forest cover of 52,269 Ha constituting reserve forests, demarcated protected forests; un-demarcated protected forests are given in Table 3- 10. The forest map of Himachal Pradesh along with the project road is shown in Figure 3.14. 71 | P a g e Table 3- 10: Forest Cover of Bilaspur Circle and Himachal Pradesh Forest Area (Ha) Circle Division Demarcated Reserve forests Un-demarcated protected protected forests (RF) forests (UDPF) (DPF) Bilaspur 90 15668 18551 Bilaspur Kunihar 0 5667 12293 Whole Himachal Pradesh 188339 1285184 1603535 Forest Area along Project Corridor 80. The project road falls within the jurisdiction of Bilaspur division, but there are no forest areas along the 13.5km long Dadhol-Ladrour road. Figure 3.14: Forest Cover of Bilaspur District (Source: https://hpforest.nic.in/) 72 | P a g e Protected Area 81. There are no National Park, Wildlife Sanctuary, Biosphere Reserve and any other notified sensitive area within 15km on either side of the project road. There is no forest area falls within the present road corridor and Chhanjiar forest is the only prominent Forest recorded 2 km away from road corridor near Dadhol. Further, no wildlife crossing corridors are reported along the project corridor. The Wildlife Protected areas in Himachal Pradesh are shown in Figure 3.15. Figure 3.15: Himachal Pradesh Wildlife Protected Area Map (Source: https://hpforest.nic.in/) Biodiversity 82. The state Himachal Pradesh encompasses tropical to temperate forests, alpine meadows and snow, high biodiversity and endemism, oaks-centered biodiversity, predominance of evergreen forests. The state has a wide ecological diversity due to large variation in altitude, latitude and rainfall and its seasonality. 73 | P a g e Flora 83. The project road corridor has a luxuriant growth of 60 angiosperm taxonomic group, which include invasive species like Ageratum conyzoides, Eupatorium adenophorum, Lantana camara, Parthanium hysterophoros, among others. The list and number of taxonomic groups found along the project road are in Table 3- 11. Acacia catechu, Adhatoda vasica, Agave Americana, Asparagus adscendens, Barleria cristata Bombax ceiba, Bauhinia vahlii, Cassia fistula, Dendrocalamus strictus, Emblica officinalis, Murraya koenigii, Solanum nigrum, Tinospora cordifolia are some of the flora having medicinal value and recorded along the project corridor. Table 3- 11: List of Taxonomic group species along the project road S.No Taxonomic group Number 1 Angiosperm 60 2 Pteridophyta 2 84. The ecological investigations along the project corridor was conducted at two locations, whose findings indicated the presence of variety of trees, shrubs and herbs. The dominant species recorded is listed in Table 3- 12. Table 3- 12: List of dominant Trees, Shrubs and Herbs species along Project Road Location Tree Shrub Herb Acacia catechu, Location-I (Near Carissa opaca, Murraya Ageratum conyzoides, Parthanium Dalbergia sissoo, Ghandalvi Village) koenigii, Adhatoda vasica hysterophoros, Bidens biternata Morus alba Dalbergia sissoo, Ageratum conyzoides, Tridax Location-2 (Near Adhatoda vasica, Murraya Morus alba, procumbens, Parthanium Ladhiyani Village) koenigii, Lantana camara Grawia optiva hysterophoros 85. In addition to dominant species, the flora reported in the project area is summarized here under: - Trees: Annogeissus latifolia, Lannea grandis, Acacia catechu, Stephegyne parviflora, Aegle marmalos, Bombax ceiba, Syzygium cumini, Feronia limonia, Ehretia leaves, Flacourtia indica, Zizyphus zuzuba, Mangifera indica, Cassia fistula, Wendlandia exerta, Emblica officinalis, Ficus religiosa, Ficus bengalensis Terminalia tomentosa, Bauhinia variegata, Lucaenia leucocephala, Grewia optiva, Dalbergia sisso, Pinus roxburghii, Albizia lebbek, Albizia chinensis, Eucalypus grandis, Grevillea robusta, Callistemon lanceolatus, Jacaranda mimosaefolia, Toona ciliata, Populus alba, Melia azadirachta, Morus alba and Broussonetia papyrifera. Brush Wood: Carissa opaca, Dodonea viscosa, Woodfdordia fruticosa, Murraya koenigii, Adhatoda vasica, Nyctanthus arbortristis, Mallotus phillipensis, Euphorbia royaleana, Zizyphu nummularia and Lantana camera. Climbers: Bauhinia Vahllii, Pueraria tuberose, Mimosa rubicaulis, Zizyphus oenoplia, Cissampelos pareira, Clematis gouriana, Caesalpinia sepiaria, Abrus precatorius, Cuscuta reflexa, Crytolepsis buchanani, Vallaris solanacea, Lohnocarous frutescens. Grasses: Eulaliopsis binata, Eriophorum comosum, Cynadon dactylon,Chrysopogon fulvus, Heteropgon controtus, Botheriochloa intermedia, Themeda anathera, Cymopogon marthi, Aristida depressa. 86. Acacia catechu, Dalbergia sissoo, Morus alba, and Grawia optiva found regularly distributed in tree layer throughout the project road/corridor. Dominant shrub species recorded along the project road are Murraya koenigii, Adhatoda vasica, Lantana camara and Carissa opaca. A 74 | P a g e predominance of herb species like Ageratum conyzoides, Parthanium hysterophoros, Bidens biternata and Tridax procumbens was recorded in the study area along with various grass species. In addition, invasive species like Ageratum conyzoides, Eupatorium adenophorum, Parthenium hysterophorus and Lantana camara along with some scattered tree and shrub species. Endemic & RET Species 87. The flora recorded along the project corridor were assessed for their conservation status by cross checking with IUCN Red Data Book of Indian plants (Nayar and Sastry, 1987-1990) and none of the plant taxa was found under the Rare endangered and threatened (RET) category. All the species recorded along the road corridor were distributed more frequently and vigorously even outside the RoW of the project road. 88. During the baseline assessment, enumeration of trees within RoW was carried out and total of 3614 (LHS – 1748, RHS – 1832) trees were recorded (Table 3- 13). Table 3- 13: Enumeration of trees within RoW Side S. No. Chainage (Km) Total Nos. of Trees in ROW LHS RHS 1 0+000 - 1+000 119 122 241 2 1+000 - 2+000 127 168 295 3 2+000 - 3+000 133 145 278 4 3+000 - 4+000 160 164 324 5 4+000 - 5+000 155 172 327 6 5+000 - 6+000 185 166 351 7 6+000 - 7+000 177 188 365 8 7+000 - 8+000 191 164 355 9 8+000 - 9+000 81 85 166 10 9+000 -10+000 99 123 222 11 10+000 -11+000 180 59 239 12 11+000 -12+000 66 119 185 13 12+000 -13+000 47 140 187 14 13+000 -13+435 28 17 79 Total 1748 1832 3614 Source: Primary Survery Fauna 89. There are no National Park, Wildlife Sanctuary, Biosphere Reserve and any other notified sensitive area within the 15 Km radius of the project road. Although, there are no forest areas (of any category) and no wildlife crossing corridors are reported along the project corridor, but strip of natural vegetation is present both sides of road. In order to study the mammals of the study area, 2-3 km long transects and trails were walked. Direct sighting and calls as well as indirect evidences such as scats, pugmarks, scraps, horns and other trophies were recorded during the survey walk. Secondary data as well as information elicited from the local people were also noted for the presence and absence of wild animals in the study area. 90. A total of 23 mammalian species that include Rhesus Macaque, Langur, Red Muntjac, Sambar, wild pig, jungle cat, palm civet, Indian civet, golden jackal etc. were recorded. However, none of the species reported in the project area is under Schedule-I category of Indian Wildlife Protection Act-1972. During primary survey, no such endangered species encountered which comes under the Rare and endangered category of IUCN. Though, during local consultations along the project corridor indicate that they frequently face attacks from monkeys near Ladhiyani village. 75 | P a g e 91. Herpatofauna: House Lizard (Hemidactylus brookii) was sighted during primary study in the study area. Monitor lizard (Varanus bengalensis) was also reported from study area along with Rat Snake (Ptyas mucosa), Indian Cobra (Naja naja), and Common Indian Karait (Bungarus caeruleus). Among recorded Herpatofauna species, Monitor Lizard has placed in Schedule-I list of Wildlife Protection Act-1972. Avifauna 92. Avifauna was also sampled by using the same trails used for mammals. A prismatic field binocular (Nikon ACULON A211 10x50) was used for the bird watching during survey walk. Bird survey has been carried out during 06 to 09 AM hrs during this study. Most of the birds have been identified in the field by using the field guide. A total of 70 Bird species has been recorded during this study, which includes Black Francolin,Red Junglefowl, Kalij Pheasant, Cheer Pheasant, Pallid Harrier, Eurasian Sparrowhawk, Steppe Eagle, Water Rail, Common Pigeon, Oriental Turtle Dove, Eurasian Collared Dove, Spotted Dove, Rose-ringed Parakeet, Plum- headed Parakeet, Common Hawk Cuckoo, Indian Cuckoo, Eurasian Cuckoo, Himalayan Cuckoo, Asian Koel, Common Hoopoe, Indian Roller, White-throated Kingfisher, Common Kingfisher, Green-Bee-eater, Great Brbet, Blue-throated Barbet, Speckled Piculet, Himalayan Woodpecker, Common Lora, Long-tailed Minivet, Black Drongo, Ashy Drongo, Yellow-bellied Fantail, Eurasian Jay, Black-headed Jay, Yellow-bellied Blue Magpie, Red-billed Blue Magpie, Grey Treepie, House Sparrow, Russet Sparrow, Grey Wagtail, White Wagtail, Rock Bunting, Indian Peafowl etc. 93. Among recorded/reported avifauna, Common peafowl (Pavo Cristatus), Cheer Pheasant (Catreus wallichii) and Kalij Pheasant (Lophura leocomelanos) comes under Schedule-I (part III) category under Wildlife Protection Act-1972. No important bird areas have been reported within the 15km PIA of the project road. Photographs taken during the ecological investigations along the project road is given in Fig.3.17. Black Drongo Jungle Babbler & Squirrel Oroxylum indicum Plum Headed Parakeet 76 | P a g e Vegetation Sampling Amla (Emblica officinalis) Figure 3.17: Photos of recorded during ecological investigations along Project road Aquatic Ecosystem 94. There is no prominent aquatic ecosystem present in the study area. Govind Sagar Dam is the nearest water body in the region which is about 8-10 km away from present project corridor. 3.4 Social Environment Baseline socio-economic information 95. The baseline study included the collection of information from primary and secondary sources. From primary sources various information like socio-economic condition of the population, impact on private structures (residential, commercial and squatters) in addition, detailed information on impact on community assets has also been collected (religious structure, educational institutions are collected. The study has been considered as 15 km radius in the influence area of the existing corridor length of 13.5 km. Demographic Features of Bilaspur District 96. Demographic profile: Demographic profile has an important bearing on the development process. According to the 2011 census, the total population of Bilaspur district is around 3.81 lakhs comprising 1.92 lakhs males and 1.89 lakhs females. The population of the district has increased by 5.56% during 2001 to 2011. It constitutes 5.6% of the state population. Out of the total population of the district 93.4 per cent lives in rural areas while 6.6 per cent lives in urban areas. The economy of the district is mainly agrarian and majority of the population in the districts is engaged in cultivation. Table 3.14: Demographic profile of Bilaspur District of Himachal Pradesh Description Total Rural Urban No. of Households 80,323 74,712 5,773 Population Persons 381,956 356827 25,129 Males 192,764 179,653 13,111 Females 189,192 177,174 12,018 Sex ratio (Females per 1000 Males) 981 986 917 Proportion of SC Population (%) 25.9 Proportion of ST Population (%) 2.8 77 | P a g e Source: Primary Census Abstract, Census of India, 2011 97. Demography: The sociological aspects of this study include human settlements, demography, and social strata such as Scheduled Castes and Scheduled Tribes and literacy levels besides infrastructure facilities available in the study area. The economic aspects include occupational structure and income levels of workers. As per census 2011 profile of Bilaspur district is as follows:  The total population of Bilaspur district is 381,956 that has a break up of 192,764 (50.5%) males and 189192 (49.5%) females. This shows that the female population is higher than male population.  Decadal population growth has increased by 12 per cent. Out of the total population of the district 93.42 per cent lives in rural areas while 6.57 per cent lives in urban areas.  The sex ratio of the study area is 981 females per every 1000 males.  Among the total population of district, 25.9% (98,989) consists of Scheduled Caste, 2.8% (10,693) are of the Scheduled Tribe population and 71.28% (272274) people belong to other castes.  Among the total population, 84.6% of the people are literate excluding the 0-6 age group. This shows that most of the population is literate.  Among the literates 91.2% are males and 78.0% are females. This shows that the male literates are more than the female literates.  Average Household Size is 4.7 persons  Population density works out to about 327 persons per km2, in the district. 98. Working Population: According to Census 2011, the total workers including main and marginal workers constitute to 53.9 per cent of the total population of the district. Of the total workers, the share of main worker is 27.1 and the marginal are 26.8 per cent. The remaining 46.1 per cent of total population is occupied by the category of non-workers. 99. Salient features of the proposed road and influence area and amenities en-route the corridor is presented in Table 3.15 and 3.16 Table 3-15: Salient features of Proposed Road and Influence Area S.No Description Details 1 Project Road Length in Km 13.4 2 District Bilaspur 3 Connecting Places Dushadka – Bhated –Bharari –Gandalwin -Ladraur 4 Near By NH/SH Road bifurcates from Mataur – Shimla National Highway (NH- 88) at Dadhol (Padyalag) Km/ RD. End at Ladraur MDR 32 connects Mundkhar – Juha. 5 Attractive Places Baba Nehar Singh Mandir , Mata Sohni Devi Ji Temple, Bharthari temple 7 Wild Life Sanctuaries and None Protected Areas 8 Water Bodies Seer Khadd Branches, Kunah khaad River, Dehra lake 9 Protected Archaeological/ None Historical Monuments 10 Industries None 11 Mines and minerals None 12 Airport/Railway None Source: Census-2011, Amenities- District Household Census 78 | P a g e Table 3-16 : Details of amenities in the project influence area/district S.No Amenities No. 1 Primary School 171 2 Middle School 82 3 Secondary School 37 4 Government Collages 2 5 Community Health centres 3 6 Primary Health centres 17 7 Maternity and Child Welfare 10 8 Veterinary Hospital 22 9 Hand Pumps 56 10 Post Offices 61 11 Commercial Banks 9 Source: Census-2011, Amenities- District Household Census 100. Description on Project Corridor: The geographical coverage for SIA of the project extends to 12m of the impact zone of study area along 13.5 km corridor (Existing Length) upgradation to intermediate lane configuration from project road comprises as many as 15 villages in 1 Tehsil’s of the impact zone. The impact zone is considered as the final corridor or impact or the proposed right of way as per the final design. The social surveys were carried based on the above consideration 101. Socio Economic Characteristics of the Project Impact Zone: Development of infrastructure projects like National Highways/State Highways improvements and upgradation of the existing roads will have significant impacts on the standard of living of the people, their assets, livelihoods, and way of life, health, wellbeing, culture and community. Planned development project impacts could be negative, as well as positive. The socio-economic assessments seek to identify the impacts of the proposed project and focus on the ways and means to minimize the incidents of negative impacts and suggest the mitigation measures. Therefore, it is vital to understand the existing baseline socio-economic scenario in the study area to analysis the magnitude of the possible impacts. The basic socio-economic profile of the study area is presented as follows; 102. Demography, socio-economic profile and social amenities: The sociological aspects of this study include human settlements, demography, and social strata such as Scheduled Castes and Scheduled Tribes and literacy levels besides infrastructure facilities available in the study area. The economic aspects include occupational structure and income levels of workers. The profile comprises of the study area.  The total population of 15 villages which are within Bharari tehsil is 8552, in which the male population is 4185 (48.49%) and the female population is 4367 (51.06%). This shows that the female population slightly higher in ratio. In the villages of Dadhol & Lehri Sarail, female population is 11% higher than the male population as per census 2011.  The male and female ratio of the study area is 1043 females per every 1000 males.  Of the total study area population, 0.04% (3) consists of Scheduled Tribes, 21.19% (1812) are of the Scheduled caste population and 78.77% (6737) people belong to other castes.  The schedule tribe population along the project road is just 0.5% and at the district level it is 2.80%. The ST population is already in main stream society with urban life styles and cultures, good living standards, high literate rate and occupation. Hence, there is no Indigenous population in this corridor and IPDP is not warranted.  Among the total population, 88.21% (6749) of the people are literate and 11.79% (1803) of the people are illiterate. This shows that more than half of the population is literate. 79 | P a g e  Among the literates 48.72% (3728) are males and 51.27% (3923) are females. This shows that the female literates are more than the male literates.  Totally the illiterate constitute 21.08% (1803) of which the female 12.94% (1107) and the male 8.14% (696) of the population. This shows that the female illiterates are more than the male illiterates. Table 3-17 : Details of the Revenue Villages in the Study Area S.No Name TRU No. HH TOT_P TOT_M TOT_F P_SC P_ST 1 Kothi (285) Rural 82 357 178 179 17 0 2 Ghandalwin (281) Rural 259 1082 517 565 171 2 3 Tikri (323) Rural 24 92 46 46 0 0 4 Mihara (291) Rural 127 532 278 254 54 0 5 Badsara (292) Rural 33 164 79 85 10 0 6 Panjaila (258) Rural 3 17 9 8 17 0 7 Lethawin (296) Rural 60 295 151 144 48 0 8 Gatwar (295) Rural 50 214 101 113 77 0 9 Ladhyani (294) Rural 192 915 474 441 231 1 10 Bhater (298) Rural 67 289 127 162 62 0 Dadhol Kalan 11 Rural 215 956 450 506 243 0 (265) 12 Padyalag (267) Rural 137 631 323 308 196 0 13 Lehri Sarail (272) Rural 569 2639 1271 1368 654 0 14 Bari Kalan (269) Rural 53 277 135 142 32 0 15 Bari Khurd (268) Rural 17 92 46 46 0 0 Total 1888 8552 4185 4367 1812 3 % 4.53 100 48.94 51.06 21.19 0.04 TRU- Total Rural/Urban, No. HH-Households, TOT_P-Total Population, TOT_M-Total Male, TOT_F-Total Female, P_SC- Population Schedule Caste, P_ST- Population Schedule Tribe. Source: Primary Census Abstract, Census of India, 2011 Occupational Distribution  Among the total population 48.74% (4168) are non-workers and remaining constitute the working population i.e. 51.26% (4384). The overall work force participation rate is nearly equal to the state work force about 51.58 %.  Among the working population 59.23% (2597) are main workers and 40.76% (1787) are marginal workers. Social Amenities  There are 6 primary schools, 8 Middle schools and 4 Secondary schools with no degree colleges. For the Degree collages and professional courses students visit Ghumarwin and Hamirpur located 10-15 Kms away.  There are two community Health centers, three Primary health sub center and two Maternity and child welfare centers. 80 | P a g e  For animal husbandry care there 5 veterinary hospitals. There are 13 number of hand pump functional all around the year. The village wise amenities along the project road are given in table. Socio-economic Status of Project Villages 103. The socio-economic and census surveys were conducted on various dates in the month of August and September 2019 for primary data collection. Field survey helped collect the fairly reliable data with respect to the major livelihood source, family income and expenditure, education and health status, basic amenities availability, lifestyle and standards of living etc of the residents in the project impact zone. It also helped in eliciting information about the environmental and socio-economic impacts for ancillary works of the project in the area and the measures initiated by them to mitigate those impacts. 104. Field survey was carried out in the influence zone containing a total of about 136 households. The potential respondents in the households were contacted personally by the field investigators who explain the purpose of the visit and seek their participation by sharing relevant information impartially. The field investigators also clarified the doubts and apprehensions expressed by the respondents. Once the responded were willing and ready to participate, household level socio economic questionnaire was administered with the help of interview based structured questionnaire. A number of questions were open ended questions to facilitate capturing perceptions of the respondents objectively. In addition to household survey, rapid participatory rural appraisal tools comprising transect walks, focused group discussions, interview with the stakeholder’s consultation were used in collecting the village level qualitative information. 105. The data collected during the field survey and desk research phases was processed, tabulated, analysed and validated with the help of basic quantitative and qualitative analytical tools. The socio-economic impact of the proposed project was assessed in terms of its effects on:  Developmental Profile & Economic Structure  Livelihoods and incomes  Agriculture practices  Cultural and aesthetic sites  Life styles and quality of life  Community infrastructure – physical and social – facilities available Profile of the likely Project Affected Families 106. Profile of the 136 affected families are presented below. Analysis on literacy level of the affected household shows that all of them are literates except around a negligible percent 12.12 percent is illiterates. The average household size for the project affected population is 3.6. Table 3-19: Socio-cultural characteristics of structures affected population Item Description No % of total Population Male 212 44.44 Female 265 55.56 Total 477 100.0 Religious Group Hindu 128 96.97 Muslim 4 3.03 Total 132 100.0 81 | P a g e Item Description No % of total Social Group General 112 81.82 BC 18 13.64 SC 5 3.79 ST 1 0.76 Total 136 100.00 Family Type Joint 115 84.09 Nuclear 13 9.85 Individual 8 6.06 Total 136 100.00 Years of stay Up to 10 year 31 21.97 10 to 20 Years 22 16.67 21-50 Years 50 36.36 Above 50 33 25.00 Total 136 100.00 Education level of HH Illiterate 16 12.12 New-literate 1 0.76 Primary 2 1.52 Middle 16 10.61 High school 42 31.82 Intermediate 25 18.94 Graduate 20 13.64 Post graduate 8 6.06 Professional 1 0.76 Others 5 3.79 Total 132 100.00 Source: Primary data Collection, 2019 107. Economic Profile: The work participation rate is 37.26 per cent in the study area is slightly lower than the national work force participation of 39.1 per cent. Occupation wise, most of them are engaged into Trade/business (18.94%), Petty Shop Keeping (11.36%), Agriculture (15.15%), and retired persons (10.61%). The incidence of Govt. Employees, Private Employees and Others is around 16.67 percent, 13.64 percent respectively. Details are presented in Table 3-20. Table 3-20: Economic profile of the Affected Population along Project Road Item Description No % of total Agriculture 20 15.15 Trade/Business 25 18.94 Petty shop keeping 15 11.36 Agri labour 9 6.82 Non-Agri labour 3 2.27 HH Industries/Artisan activity 1 0.76 Occupation of HH Service 19 14.39 Professional 6 3.03 Self employed 0 0.00 Retired 14 10.61 Government services 6 3.03 Others 18 13.64 Total 136 100.00 82 | P a g e 108. The income levels of majority of the households fall under higher middle-income category earning more than Rs. 4,00,000 per annum (81.77%). The incidence of lower-income families is about 3.32 percent who earn below 1,80,000 per annum. About 7.5 percent of them are middle income families who are earning Rs. 1,80,000 to 4,00,000 per annum. 109. The expenditure pattern of the affected household’s show that majority of them have an average monthly expenditure above Rs.30,000 per month. The monthly expenditure of the Affected Population along Project Road details are given in Table below. Table 3-21: Monthly expenditure of the Affected Population along Project Road Description No of HH % of HH <10000 3 1.5 10000 to 20000 4 2.27 Monthly Expenditure (Rs) 20000 to 30000 11 7.57 >30000 118 88.66 Total 136 100 110. Household Assets: For inferring the standard of living of the households, their possession of various consumer durables was recorded during the survey. All the families have minimum standards of living which can be inferred from the assets owned, given in table below. 111. It can be seen from the table 3-23, from the context of possession of Household assets, of the surveyed households, 80.30%, 74.24%, 62.12% and 98.48 % possess TV, Fridge, washing Machine and cell phones respectively. Table 3-22: Number of HH’s with Assets of the Affected Population along Project Road S.No No of HH with Assets Total % to total* 1 TV 106 80.3 2 Fridge 98 74.24 3 Washing Machine 82 62.12 4 Cycle 26 19.69 5 Motor Cycle 35 26.51 6 Car 8 6.06 7 Telephone (Land Line) 4 3.03 8 Mobile (cell Phone) 136 100.00 Source: Primary data Collection 112. Savings & Indebtedness: The households enumerated during socio economic survey, 33 households have long term deposits and only 2 have short term deposits in the banks and others are 19 has in form of insurances as given in table 3-23. Table 3-23: Financial Deposits of the Affected Population along Project Road Type of Deposit Institution where deposited No.s Long Term Bank, LIC 33 Short term Bank, LIC 2 Others LIC 19 83 | P a g e Type of Deposit Institution where deposited No.s Total 54 Source: Primary data Collection, 2019 113. Whereas families indebted to the banks are 25, who owe for various purposes, interestingly they have not borrowed from the any money lenders as given in table 3-24. Table 3-24 : Details of Indebtedness of Households Purpose Of Borrowing Source of Borrowing No of HH's House Hold Expenditure Bank, Finance 3 Agriculture Bank, Finance 8 House Construction Bank, Finance 6 Commercial Bank 4 Animal Husbandry Bank 2 Others 1 Total 25 Source: Primary data Collection 114. Health: Data on health status of households indicate that nearly 8.33% of the families have some form of illness in a given year by their family members. Details of health status are given in table. No major illness or chronic diseases were reported during the social survey. Table 3-25 : Health Status of PAFs S. No Health Status of PAFs Number % 1 Illness 11 8.33 2 No illness 121 91.66 Total 132 100 Gender 115. Over the last five decades, gender wise decadal population of females is increasing than the male population with an average of 19.975 per cent. Status of the women had made a good progress in Himachal Pradesh. Women complete higher level of secondary school than in many other states. The sex ration in the study area is 1043 females per thousand males, which is higher the district sex ration of 981. Women in this region also have a good literacy rate of 51.27% compared to male population. 116. During the analysis of census and socio-economic survey, the gender disaggregated data has been collated on their literarcy, income, status etc and presented in the following sections as baseline information. The ESIA also presented different women development proactive schemes operational in the state as well as other proactive schemes for women upliftment in the society. During preparation of RAP such information will be used for developing gender specific sustainable development measures schemes which will help to elevate the status of women in the society as well as improve their quality of life in particular. The M&E process of the project to capture the upliftment as post project situation with the gender disaggregated information. Source : Gender Statistics, HP, DoES, Shimla 5 84 | P a g e 117. A hill women’s life is extremely busy from early morning to late evening and sometimes even till late at night. They work side by side with men in agriculture and their role is as important in the field as well as at home. From the affected population, it has been observed the males consists 44.44% and females are 55.56% reflects female population is slightly higher. While the health center nearby have informed women are aware about the health problems and do take advice on gynecological problems. There were no HIV subjects recorded during the survey. 118. Gender based violence is common problem in developing countries and women were most likely to get experience it than men. The common profiling of the GBV is the physical abuse by men to victims and verbal abuse by women. From the data collected the household respondent’s most common and regular affair activity until such abuse severely become worse. These activities do not get registered officially at law enforcing agencies or hospital because the domestic abuse is seen as a private affaire not disclosed in public. Status of Women 119. Project Affected Women by Age Group: Of the total female population, around 50 percent population are in the age group between 15-40. Around 23 percent women population are in the age group of 6-14. There are 4.63 percent women population are in the age above 60. Distribution of Project Affected Women by Age Group Age Group % <6 5.84 6-14 23.17 15-25 15.45 25-40 34.21 41-60 16.77 >60 4.63 120. Project Affected Women by Education: It can be seen from the following table that of the total female population those who are in the age group above 6,2.14 percent are illiterate. There are 32.56 %, 15.60%, 18.64% and 14.21% are primary, middleclass, SSC and Pre University educated. Around 7.26 % are degree holder. There are 6.34% and 3.25% are technically qualified and post graduate degree holder. Distribution of Project Affected Women by Education Age Group % Illiterate 2.14 Primary 32.56 Middle Class 15.60 SSC 18.64 Pre University 14.21 Degree 7.26 Post Graduate 3.25 Technical 6.34 121. Impact on women and Other Vulnerable Group: The Department of Social Justice and Empowerment Government of Himachal Pradesh is responsible for the welfare of persons with disabilities in Himachal Pradesh. The state has an estimated population of 1,55,9501 persons with disabilities in a total population of 6, 856, 5092 people. The disability classification with population break up as per Census 2011, Government of Himachal Pradesh 85 | P a g e is as follows. It can be mentioned here that there is no such data base available for district, tehsil, sub- tehsil and village level. 122. The vulnerable section of the society for the purpose of the project includes, woman headed families, transgender, scheduled families (both caste and tribes), families below poverty line, destitute, old aged and orphans. No orphan, women headed household, destitute, old aged, families below poverty line was found. Some Scheduled Caste((5) and Schedule tribe(1) families was found during the survey. Table 3.-26: Disability category and Population in Himachal Pradesh Disability Category Population with Disability Seeing 26076 Hearing 26700 Speech 8278 Movement 32550 Mental Retardation 8986 Mental Illness 5166 Any other 29024 Multiple Disability 18536 123. Women’s Role in Household: Participation of women in economic activity and decision making process at house and community level is a sign of general socio-economic development of the women in particular and society in general. The survey tried to collect information about various activities in which the women members of family are participating. The analysis of data revealed that women in the surveyed families engaged in activities such as cultivation, Allied Activities (Dairy, Poultry, Sheep rearing, etc.), trade & business, household work, and agriculture labour. There are families in which women members are involved in more than one activity; hence, the total figure is more than the affected household figure of 132. All women (100%) member look after household activities like any other women member in the country. 124. There are about 72.32% of women member engaged in cultivation. Only 4.24% of women members are involved in other activities, 65.25% women are involve in collection of water, 21.21% are engaged as an agricultural labors. 13.74% are helping their family members in trade and business. Only 5.25% women are in service and merely 20.81% of women are worked as allied activities. Details are provided in the Table 3.13 below. Women were involved in multiple activities in the daily life and the percentage of their involvement in various activities is given in table 3-27. Table 3-27 : Engagement of women in economic and non-economic activity S.No Activities women engaged % Woman 1 Cultivation 72.32 2 Allie Activities, 20.81 3 Sale of forest products 1.41 4 Trade & business, 13.74 5 Agricultural labour, 21.01 6 Non Agricultural labour 5.25 7 HH Industries 1.41 8 Services 5.25 86 | P a g e S.No Activities women engaged % Woman 9 Household Work including cooking 54.75 10 Taking care of infants/children 71.52 11 Fetching water 65.25 125. Role of Women in Family Financial Matter: Data related to involvement of women in various family financial matters has been collected to understand the level of involvement of women members in various financial aspects. The factors considered are education of children, health care, purchase of assets, social function etc. the details are given below table 3-28. Table 3-28: Involvement of women in family Decision Making % Yes 83.48 Education No 10.27 Yes 86.61 Health No 7.14 Yes 83.48 Financial No 10.27 Yes 81.25 Assets No 12.5 Yes 76.79 Day Activities No 16.96 Yes 82.59 Social No 11.16 Yes 4.02 Others No 89.73 126. The proposed project road will improve the accessibility of the inhabitants of the rural as well as industrial areas to education, health, employment, tourism and trading opportunities and will consequently alleviate poverty in the process. The improvement will help to increase new economic and employment opportunities by providing improved linkages to markets, production centers and other areas of economic opportunities. As a result, people will have wider options in buying and selling their commodities. The villagers would be able to transport their produce faster and get more profit margins instead of depending solely on local ‘markets’ and middlemen. Fourth, improved connectivity will facilitate travel to tehsil headquarters and other local government/development agencies. Women will especially benefit, since their mobility will be augmented both in terms of access to social services, as well as access to higher levels of schooling. Women’s access to higher levels of health care outside the village particularly during the time of childbearing will also improve considerably. Hence, the proposed Project will bring in economic and social changes in the area, which in turn would bring economic prosperity and would lead to poverty alleviation. Within this given background, this chapter has made an attempt to understand the social, economic and demographic characteristics of project. Baseline user satisfaction on key parameters such as travel time, improved mobility, etc. is being conducted as part of project preparation. This 87 | P a g e shall help provide more accurate information against which the improvements will be measured subsequently. 127. Women Time Disposition: This section highlights women’s involvement in various activities throughout the day. As the table below shows, over nine hours in a day, a woman spends on household chores, and nearly 7 hours on relaxation. This leaves very little time for any other activity, which may be economically gainful. However, in rural scenario, number of activities is carried out simultaneously. As the table shows some women spend time in wage earning or help family members in cultivation or in household industry. Table below presents average time spent by responding women in individual routes. Table 3-29: Women – Time Disposition Average time spent per Activities women (hours) Cooking 2.3 Washing 1.1 Collection of drinking water 1.3 Cleaning of house 0.5 Cattle rearing 1.6 Child rearing 2.4 Wage earning 3.2 HH industries 2.6 Support to cultivation 2.5 128. Work Participation: Himachal Pradesh has made good progress on gender issues. Women complete higher levels of secondary school than in many other states. Moreover, gender gaps in schooling are closing. It is important to note that female labor force participation in the state is the highest in the country. Despite these achievements, challenges remain. The state’s ratio of girls to boys is below the national average, having improved only slightly in recent times. While female labor force participation in the state is high, it has declined after 2005. In rural areas, there are very few non-farm jobs for women. In contrast, urban women work less, but they have the same types of jobs as urban men. The female work participation rate on an average in 991 was 38.75 percent which has increased to 46.34percent in 2001. There has been remarkable improvement in the work force participation rate of women as evident from various censuses. Similarly the male work force participation rate on an average in 1991 was 53.20 percent which has increased to 56.95 percent in 2001. 129. Literacy: Literacy rates among women in the state risen dramatically from only 4.8 percent in 1951 (males 7.5 percent and female 2 percent) to 83.87 percent in 2011 (male 90.83 percent and female 76.6 percent). Health Status There is no doubt that women’s health is affected in gender specific ways by environmental degradation and poverty. 130. Mortality: The depletion of environment leads to a scarcity of natural resources, which means women’s workload is increased as they spend more time searching for fodder and fuel wood to meet their family’s daily needs. Discrimination against a female child is evident from the fact that girls experience higher rate of mortality in younger age- groups as compared to the boys. In 2009, the female infant mortality rate was observed to be 45 as compared to male infant mortality rate of 44. Health of women is an important factor in determining the overall health of the society. If pregnant women are not well nourished they are more likely to give birth to weaker babies leading to higher infant mortality rate. It is also observed that where ever the infant and child mortality is higher, the birth rates are also higher. Women are exposed to a high risk of death due to pregnancy. 88 | P a g e 131. Empowerment: A good number of women have been elected to Panchayati Raj institution in Himachal Pradesh for the term 2011 -2016. In Himachal Pradesh there are 3243 Gram Panchyats, out of which 1639. (50.54 percent) seats have been occupied by women in 2011 panchyat elections. Out of total seats occupied by women 987 (60.21 percent) occupied by general women, 421 (25.68 percent) scheduled cast women, 104 (6.34 percent) scheduled tribes women and 127 (7.74 percent) by OBC women. 132. During consultations, the women participants opined that the road improvement will help them to improve the quality of life in various aspects like mobility will improve of school and college going girls. The improvement will help the women SHGs to market their product in district and taluka head quarter easily and quickly which inturn increase the demand of the product. This will improve the better business prospect thus increase the income level.The improved road will help to reach the tehsil and district hospital for better health facilities. 3.5 Cultural Environment Archaeological and Historical Monuments 133. There are no protected archaeological or historical monuments within Bharari tehsil as a whole as well as within 200m on either side of project road. Common Property Resources 134. A total of 48 common properties like hand pump, hospitals, bus stop, schools, temples etc. are identified along the project road (Table 3-30). Table 3-30: Details of Common property resources within RoW S.No Common Property LHS RHS Total 1 Hand pumps 10 19 29 2 Hospitals 0 1 1 3 Bus stop/ Rain shelter 4 6 10 4 Schools 1 2 3 5 Temples 1 3 4 Total 16 32 48 3.6 Hazard and Vulnerability Profile 135. The Hazard and Vulnerability profile of the project region and Bilaspur district, which includes the landslide hazards, wind hazards, earth quake hazards, flood hazards as a whole are summarized here under. Landslide Prone Area Zones 136. As per the land hazard zonation atlas of India, Bilaspur district has 216 Sq.Km of severe to very high landslide prone area of the total landslide prone area of 1142 Sq.Km. The landslide prone area details in Bilaspur and HP as whole is given in Table 3-31. Table 3-31: Landslide prone areas of HP (SqKm) 89 | P a g e Severe to very Moderate Total District High Unlikely High to Low Area Bilaspur 216 842 83 1 1142 Chamba 2120 3829 351 70 6370 Hamirpur 0 851 204 45 1100 Kangra 123 3698 1233 557 5611 Kinnaur 868 4956 498 0 6322 Kullu 1820 3512 65 3 5401 Lahaul & Spiti 127 11637 1825 2 13591 Mandi 968 1978 826 98 3870 Shimla 893 3345 767 14 5019 Sirmaur 95 1805 614 228 2742 Solan 556 1118 157 79 1910 Una 2 678 517 311 1508 Source: BMTPC, Landslide Hazard Zonation Atlas of India 137. As per Landslide Vulnerability map of Himachal Pradesh, the project road traverses in severe to very high landslide zones as shown in Figure 3.18. During the field investigations, 2 stretches with cumulative length of 390 m along the project road have been identified, which are prone to landslides and slippages. Chainage wise landslide locations are listed in table 3-32. Table 3-32: Landslide locations along project road S.No. Location Effective length (m) 1 Km 0+800 to 1+100 100 2 Km 3+800 to 4+700 290 90 | P a g e Figure 3.18: Landslide Hazard Map (Source :- https://ndmahimachalpradesh.) Wind Hazard 138. Himachal Pradesh has disaster management plan (2014) for each district and as per the report, the project district can experience wind speed upto 55m/s. The wind hazard map (Figure 3.19) of Himachal Pradesh, the project road completely traverses in moderate damage risk zone-II. 91 | P a g e Figure 3.19: Wind Hazard Map of Bilaspur District (Source :- https://ndmahimachalpradesh.) Flood Zones 139. The project road lies in the range of 248-1141 m. The maximum and minimum elevation of the project road is 981m at km 13+300 and 697 m at Km 0+900. Further, 3 seasonal streams (Table 3-34) were identified along road that flows across and drains the water during rainy seasons. Hence, the project area is not prone to flash floods as can be seen in Flood Hazard Map (Figure 3.20). 92 | P a g e Table 3-34: Seasonal Streams along the Project Road S.No Chainage Side 1 0+750 LHS 2 0+900 LHS 3 0+850 LHS Figure 3.20: Flood Hazard Map (Source :- https://ndmahimachalpradesh.) Earthquake Zones 140. In general, India is divided into 4 seismic zones (II, III, IV, V); Zone –II being the least active seismic zone, whereas Zone-V is the highest seismic zone. In Himachal Pradesh, a total of 35 93 | P a g e earthquake (table 3-36) events were recorded between 2018-19 with magnitude varying from 2.8 to 4.5 at Rector scale. During these periods, the frequency of earthquake is recorded most at Chamba (14 Nos.) and Kinnaur (7 Nos.) districts. No earthquake reported in project district, though Mandi is closes epicentre (with three events and magnitude range 3.2 – 4.2 at rector scale) to project roads. Further, as per earthquake hazard map (Figure 3.22) the project road falls under Zone –V, which is at High risk and warrant for earthquake resistant designs for structures. Table 3-35: Earthquake Zones of India Zone Intensity Zone - V Very High risk - Intensity IX Zone -IV High risk - Intensity VIII Zone - III Moderate risk - Intensity VII Zone - II Low Damage Risk - Intensity VI Zone - I Not in Use Figure 3.22 Earthquake Hazard Map (Source: - https://ndmahimachalpradesh.) 94 | P a g e Table 3-36: List of Earthquake Zones of HP (2018-2019) Time Lat (deg. long depth District/ S.No Date Magnitude (UTC) N) (deg.E) (km) Region 1. 2019-12-03 14:08:54 32.7°N 76.2°E 5 3.2 Chamba 2. 2019-10-31 07:14:58 31.5°N 77.0°E 10 3.4 Mandi 3. 2019-10-29 06:01:47 32.7°N 76.4°E 5 3.4 Chamba 4. 2019-10-14 16:53:04 1.2°N 77.8°E 5 3.0 Shimla 5. 2019-09-07 18:35:30 2.9°N 76.1°E 5 3.4 Chamba 6. 2019-07-29 03:33:53 32.8°N 76.4°E 20 4.3 Lahaul-Spiti 7. 2019-07-24 19:17:12 32.6°N 76.1°E 10 4.0 Chamba 8. 2019-07-23 12:11:14 31.8°N 78.4°E 5 3.3 Kinnaur 9. 2019-07-10 14:25:26 31.4°N 77.9°E 10 3.1 Shimla 10. 2019-05-02 23:02:31 31.3°N 77.0°E 10 4.2 Mandi 11. 2019-03-08 06:31:56 31.8°N 78.3°E 10 2.8 Kinnaur 12. 2019-03-01 06:10:15 32.7°N 76.5°E 5 3.3 Chamba 13. 2019-02-22 01:47:20 31.8°N 78.2°E 10 3.5 Kinnaur 14. 2019-02-13 02:05:51 32.2°N 76.4°E 5 3.5 Kangra 15. 2019-02-05 14:03:44 31.7°N 76.8°E 15 3.8 Mandi 16. 2019-02-05 10:22:43 32.3°N 76.4°E 5 3.1 Chamba 17. 2019-02-05 10:21:04 32.3°N 76.4°E 5 3.2 Chamba 18. 2019-01-22 10:34:35 32.5°N 76.4°E 10 3.5 Chamba 19. 2019-01-12 07:01:34 32.7°N 76.0°E 5 3.3 Chamba 20. 2018-11-30 19:22:32 31.5°N 77.6°E 10 3.0 Kullu 21. 2018-09-15 06:41:21 31.8°N 78.5°E 10 3.4 Kinnaur 22. 2018-09-05 19:05:15 32.8°N 76.0°E 10 3.4 Chamba 23. 2018-07-30 19:48:51 32.3°N 76.3°E 10 3.1 Kangra 24. 2018-07-27 08:12:31 32.2°N 76.3°E 10 3.8 Kangra 25. 2018-07-25 13:22:12 32.2°N 76.2°E 10 2.9 Kangra 26. 2018-06-25 19:57:45 32.8°N 76.0°E 10 3.3 Chamba 27. 2018-06-22 21:07:23 32.9°N 76.1°E 5 3.0 Chamba 28. 2018-06-16 22:06:35 31.4°N 77.7°E 5 3.2 Shimla 29. 2018-06-14 10:15:50 32.5°N 76.1°E 5 4.5 Chamba 30. 2018-05-25 07:22:50 31.6°N 78.2°E 10 3.5 Kinnaur 31. 2018-05-24 21:05:22 31.8°N 78.4°E 10 3.6 Kinnaur 32. 2018-05-22 12:35:00 31.1°N 77.8°E 10 3.6 Shimla 33. 2018-05-21 10:51:05 31.6°N 78.4°E 5 4.1 Kinnaur 34. 2018-05-12 03:57:38 32.3°N 76.6°E 05 3.0 Chamba 35. 2018-01-09 12:55:34 32.1°N 75.7°E 10 3.0 Kangra http://www.imd.gov.in/pages/earthquake_prelim.php Vulnerability Status of Project 141. As per state disaster management authority (Fig 3.23), considering various risk due to natural calamities, the overall vulnerability of Bilaspur district is stated as Moderate. However, cognizance of project road traverses in severe to very high landslide and being located in high seismic zone area poses risk during construction - the vulnerability is stated Substantial for project road. 95 | P a g e Figure 3.23: Overall Vulnerability Map (Source:- https://www.hpsdma.nic.in/) 96 | P a g e CHAPTER 4 – STAKEHOLDER CONSULTATIONS & INFORMATION DISCLOSURE 142. This chapter summarizes public/stakeholder consultations conducted as part of environmental and social impact assessments for the proposed road construction between Dadhol to Ladrour. Consultations were also held with communities at congested locations with impacts on buildings and where major common property resources are getting affected- such as any religious structures etc., besides institutional stakeholders were consulted. Additional consultations with community women, adolescent girls, vulnerable populations (SC, ST etc), local Panchayat members, women Pradhans, Anganwadi workers, teachers and NGO activists were undertaken as part of GBV risk mitigation plan. Appendix 3 presents the list of stakeholders consulted. 143. During the consultation the people were informed about: i) HPSRTP, Phase-II, including a background on HPSRTP Phase 1 project; ii) The rural and urban design broad cross sections of the roads; iii) The people were informed about the ESF of World Bank 2016, GoI land Acquisition Act of 2013, provisions of compensation as per GoHP regulations and the compensation and assistance therein and asked suggestion for improvement so that their suggestions can be incorporated by the project authority for the proposed HPSRTP project II; iv) Proposed safety measures for the road; v) Likely positive and negative impacts of the road 144. The Consultations elicited from the people the following: i) Their views on the project especially the likely adverse impacts; ii) Possible mitigation measures in case of adverse impacts; iii) Means of better delivery of compensation and assistance; iv) The assurance from the project authority not to marginalize people by depriving them from their livelihood. v) Provision of infrastructure such as drinking water and toilets. 145. Through public participation, stakeholder’s view points and suggestions were captured as an input to the technical design, which were duly considered, and all the suggestions were incorporated in the project design to the extent feasible and /or warranted. Table 4.1– Summary of consultations with Affected Parties S.No Summary of Queries, Concerns and suggestions Responses provided Queries 1. People wanted to widen the road equally from the Current designs were explained that considered centerline. They wanted know what compensation will minimization of impacts be paid to title holder and non -title holders. 2. Those losing house wanted to know what alternative Informed about Resettlement Policy Framework would be provided by the project. Most of the people and its provisions being prepared by HPRIDC. asked for alternative house/site. 3. The people asked about safety measures in hospital and Safety provisions such as speed breakers, school zones. signages were explained 97 | P a g e Table 4.1– Summary of consultations with Affected Parties S.No Summary of Queries, Concerns and suggestions Responses provided 4. Road development will improve the socio-economic Preference to local labour based on skill set conditions of the people. During construction phase required in project. also people will be benefitted as they will get jobs. Concerns 5. The Road is congested and requires improvement Noted. 6. In Dadhol Chowk there are about 15 houses getting Avoidance of impacts were explained and 7. affected. The people asked to minimize the impact. . principles to be followed were explained. 8. The temple in the middle of road (Ladrour) must not be damaged, rather should be enhanced by provisions of some sitting arrangements and drainage pipe from water sink. Almost people from 50 different villages come to visit temple. 9. There should be no loss to the properties of the people, as adequate width is already available on roadside. 10. The people asked the project authority not to impact the temple located at the chowk, as it was considered holy place in the village, and was used for various religious and community purposes. 11. The school campus will become prone to an accident Design will include traffic calming measures. during construction and operation phase. Some measures must be provided to avoid that. 12. This school (Model School) is very old and has been The resettlement principles and policies under existing for 60 years. Any property of the School, if consideration in the HPSRTP was explained. damaged must be restored. They were assured all types of losses or impacts would be adequately mitigated 13. Sometimes, a level difference on black top (bituminous Instead of gravel or earthen shoulder, sealed coat) and shoulder become big in due course of time shoulder is proposed. and this also leads to accidents. 14. Participants suggested that every affected religious Participants were assured that any religious property (partially or fully) must be modified/ structure affected or requiring relocation will be relocated and enhanced properly prior to the done in consultation with communities at commencement of work. identified sites. 15. They have requested not to disturb the settlements in Communities were assured designs would take the build-up area and proposed to take bypasses. As into consideration impacts, safety and traffic per the social survey there are approximately 500 population. There was no clear consensus from persons getting affected. The people requested to avoid the farmers who would be losing their land for the widening. the bypass/realignment. 16. There have been issues raised on the compensation not Communities were assured that construction given to some families for the acquired lands. activities will commence only after they are paid for the impacted assets Suggestions 17. Provisions for parking are must in the city area. Parking areas would be considered as part of design depending on availability of space/land 18. The quality of the material used for road construction Noted. should be good and there must be a proper supervision. 19. Drainage must be provided on upgraded road. Noted. 20. Bus stops including bus lays must also be provided on It will be considered under common property improved road and should be disable friendly by way resources by executing agency – location though of providing ramp. would depend on space available. 98 | P a g e Table 4.1– Summary of consultations with Affected Parties S.No Summary of Queries, Concerns and suggestions Responses provided 21. There must be a provision of street lights upto 300 m, Noted. where a controlled atmospheric system (CAS) is under construction by HPMC (HP Horticulture Produce Marketing & Processing Corporation). 22. Executing agency should take up the structural works Noted. (bridges and culverts) in priority during the early phase of the project cycle or otherwise these works mostly gets delayed. 23. Debris can be disposedoff in the ground and it can be Community will be reach out during raised up but decision for the same will be taken by construction to identify such area. SMC (School Management Committee). 24. Majority of the people living along the project corridor A thoughtful consideration is required by the depend on water tank/ hand pump for drinking water project authority to relocate/ install required and disposal of these will especially affect women number of water tanks/ well/ hand pumps at folk. identified locations. 25. Due to acquisition of agricultural land, farmers will get The resettlement principles and policies under affected; people asked for suitable livelihood support consideration in the HPSRTP was explained. and compensation for these category of affected They were assured all types of losses including persons loss of livelihoods would be adequately mitigated On specific issues 26. The bridge near Dadhol is an accident prone area. Design will explore road safety measures needed at this location. 27. Junction at Dadhol must be developed. Design will explore junction improvement and road safety measures needed at this location. 28. The Religious Structure at the Dadhol junction attracts Community will be consulted before finalising pilgrims from 50 villages and requested not to disturb. design at this location. 29. There is a problem of noise pollution and it needs to Noise barrier being considered for such sensitive ensure that noise barrier be provided to control the locations. same 30. Strength of the Model School Bharari is about 400 Design will explore road safety measures needed hundred and in front of the school gate there is a at this location. hospital. This has made the junction very prone to an accident. To ensure safe access of the people into school and hospital, it is required that a foot over bridge be provided here. 31. The compensation rates should be as par at market Compensation for land, structure and other rates. properties shall be paid as per RFCTLARR Act 2013 and Government of Himachal Pradesh Land Acquisition Rules and as per rates determined the GoHP Standing order for private negotiations, and as per World Bank policy and standards 32. Pedestrian crossing, cattle crossing should be provided It is not possible at every location but as per the at every habitation. Provision for foot over bridges design consideration, safety measures, cost /under pass at the sensitive areas. considerations it will be provided where it is very necessary. No under-passes/foot over bridge propose. 33. Additional assistance for employment/ income Employment in the road construction work as restoration for locals skilled, semi- skilled and unskilled workers to be made available. Preference will be given to locals in road construction work. During the operation stage, as per the HPRIDC, direct and indirect employment will be generated in the 99 | P a g e Table 4.1– Summary of consultations with Affected Parties S.No Summary of Queries, Concerns and suggestions Responses provided rural areas. 34. Road side drains are not working properly as it has At every urban location and slopes/hilly region been choked or damaged at some locations. Cross proper drainage system has been recommended. drainage should also be provided. 35. Lack of public toilets (ladies’ toilets) at market places It will be considered under common property as well as near bus stops resources by executing agency – location though would depend on space available. 36. People want more consultation during project Public consultation will continue throughout the implementation and want to participate in the project project cycle. Summary of incorporation of key concerns:  Compensation and assistances aspects: suitable compensation measures at replacement costs and other support measures are included in the RPF and will be used in the RAP  Minimization of impacts: Some key measures included: road design has considered two design configurations in view of constraint of right-of-way, to minimise environmental and social impacts. The proposed two type of configurations were: intermediate lane + sealed shoulder on both side + side drain on hill side, and intermediate lane + sealed shoulder on valley side + side drain on hill side. Other measures reduction of the shoulder widths at built up/ village sections where the road width is insufficient for expansion; reducing the width of the corridor of impact, or modifying design based on rural and urban areas  Replacement of affected community structures: Designs and alignment changes have ensured that assets such as temples have been largely avoided with impacts only to the boundary wall of only one temple.  Safety concerns: Smoothening of curves and bends for better geometric design; sealed shoulders are provided to the extent possible to facilitate movement of non-motorised traffic; reducing design speed in built up areas; minimized the raising of roads in urban areas to prevent water seepage to the houses adjoining the roads, etc. Additionally, noise barrier is propose at school and hospital locations to reduce noise level during operation.  Parking aspects: Parking locations have been provided depending on availability of space/land; provision of toilets at key bus shelters. 100 | P a g e CHAPTER 5 – ANALYSIS OF ALTERNATIVES INTRODUCTION 146. In accordance with the principle of mitigation hierarchy for management of E&S risks and impacts, analyses of alternatives have been considered to identify and selection of optimal design solution with positive benefits and reduces potential direct negative E&S impacts due to proposed widening/upgradation of Ladrour-Dadhol corridor. The design has considered technical aspects on safety, geometric improvements in view of future traffic projections, but has also co. This chapter focuses on “With” and “Without” project scenarios and also minimization alternatives for informed decision making of final road design. 5.1. With and Without Project Alternatives Without Project Scenario 147. The road has many roadside settlements and the traffic flow is seriously impacted by severe conflicts between the local and the through traffic. This is further compounded by the various land use conflicts, in terms of uncontrolled development along the road and the encroachments onto the ROW. 148. Both population growth and increase in traffic volumes and the economic development along the corridor would continue to occur and will worsen the already critical situation. The existing unsafe conditions and the adverse environmental consequences in terms of the environmental quality along the road would continue to worsen in the absence of the proposed improvements. Moreover, if it is decided not to proceed with the project, then the attendant reduced socioeconomic development of this remote, relatively poorly connected area cannot be justified. Therefore, the no-action alternative is neither a reasonable nor a prudent course of action for the proposed project, as it would amount to failure to initiate any further improvements and impede economic development. With Project Scenario 149. The ‘with project scenario’ is found to have a positive impact in the long run on social, environmental, economic and financial issues. This scenario includes the widening to intermediate lane with sealed shoulders of the existing corridor as envisaged in the project objectives. 150. The scenario is economically viable and will improve the existing conditions. It, would thereby, contribute to the development goals envisaged by the Government of Himachal Pradesh and enhance the growth potential of the area. 151. To avoid the large-scale acquisition of land and properties, the project envisages the possible laning of the OSR by adopting the Corridor of Impact rather than the whole available/existing ROW. 152. The potential impacts on the various environmental components can be avoided through good environmental practices. Wherever avoidance of negative impact has not been possible, appropriate mitigation and enhancement actions will be worked out to effectively offset the environmental damages inflicted due to the project. A Comparative assessment of the “with and without” project scenarios along with anticipated benefits with project scenario are presented in Table 5-1. 101 | P a g e Table 5-1: "With and Without" Project Scenarios – A Comparative Assessment Component "With" Project Scenario 'Without" Project Scenario Highway Intermediate lane is being developed with Existing Single lane carriageway with Geometry geometric improvements poor geometry Congestion in Improved carriageway separated with footpath with Congestion and frequent vehicle Settlements railing in built-up area reduces interaction of stoppage due to mixing of local, pedestrian with through traffic resulting to pedestrian and through traffic will reduction in vehicular emissions, reduce travel time increases localized accumulation of and vehicle operating cost. This in turn contributes vehicular emission with potential to lowering of GHG emission; and may improve impacts on human health and people/public health due to no or low exposure contribute to generation GHG period. emission. Felling of road Felling of both old and young trees. Old and weak No felling of trees. Contribute in side trees trees near the road edge shall be a road hazard and maintaining micro-climatic shall be felled. Thrice the number of new young conditions of the area. The old trees and healthy saplings to be planted as compensation. may become a safety hazard to the road users with passage of time. Pedestrian Along the settlement stretches with significant Pedestrian safety an issue of safety pedestrian traffic, Service road has been major concern especially along the provided besides pedestrian (zebra) crossings and settlements and congested sections. pedestrian underpasses. Road Safety Provision of proper road markings, zebra crossings, Accident incidents shall rise with an Measures service roads, crash barriers and improvement increased traffic volume. of geometry to reduce accidents. Environmental Development of road in urban settlements improves Poor due to congestion and high Quality environmental quality within the urban areas due to emission levels because of slow lowered pollution levels and relieving of movement of traffic. A further congestion. Besides an aggressive tree plantation deterioration is expected due to and provision of enhancement features shall not Increase in traffic volumes and only provide aesthetics but also improve the quality further congestion. of air. Drainage Will be improved due to reconstruction of culverts These issues remain un-addressed /bridges/side drains with adequate hydraulics. without the project Road Side Appropriate road side amenities to be provided at Not adequate. Amenities various locations along the corridor. Wayside Wayside facilities proposed at several locations, Not of adequate standards, quality Facilities where necessary like rest areas, with appropriate and number. facilities for recreation, motels, road patrol, road public telephones etc. Environmental Enhancement of landslides/water bodies, No enhancement measures involved. Enhancement community and cultural properties and also water front in an aesthetic manner. Development Higher potential for development due to Development activities will be improvement in access and consequent increase in greatly hampered by the gross connectivity inadequacy of infrastructure. Financial and Project financially viable as per the HDM model. The cost of maintenance while Economic The cost of operation and maintenance, VOC and catering to the projected higher Analysis other ancillary cost are moderate to low traffic, accident cost, Vehicle operating cost & travel time cost shall be higher. 5.2. Environmental and Social considerations during design 153. Public Consultations were held with the local people, likely project affected population, community leaders and government officials where the negative impacts are likely to be high in order to find out the alternatives to minimize the impact. With the help of the survey and 102 | P a g e consultations and inputs from the engineering section the mitigation measures have been worked out. Mitigation measures largely focused on settlement areas along the project roads specially villages/towns along the road or zones of maximum potential impacts. The recommendations of the stakeholders have been incorporated in designs, which include the following:  At built up/ village sections where the road width is insufficient for expansion, design alternatives include options for realignments and for modifying the proposed road designs, such as reduction of the shoulder widths were incorporated. This helped to further minimize impacts on structures and also livelihoods for those residing and operating en-route. This also helped to minimize impacts on existing shrines and worship places;  Avoided unnecessary displacement by modifying project alignments, reducing the width of the corridor of impact, or modifying design based on rural and urban cross sections.  Provided access to businesses and residential units that would be otherwise impacted by construction;  Smoothening of curves and bends for better geometric design. In case where it affects settlements, alignment changes were incorporated.  Sealed shoulders are provided to the extent possible to facilitate movement of non-motorised traffic.  Reducing design speed in built up areas;  Provided speed reductions near schools and hospitals to enhance safety  Minimized the raising of roads in urban areas to prevent water seepage to the houses adjoining the roads and; Impact minimization through Design Option and optimum reuse of muck generated is described below: 154. As part of design intervention, road design has considered six design configurations in view of right-of-way constraints, technical requirements and to minimise environmental and social impacts. The fixing of propose road configuration within existing right-of-way either through eccentric or concentric widening schemes avoided need for additional land and minimised social and environmental impacts vis-a-vis cutting of trees in majority of road length. 155. Exception being between km 6.500 to km 6.800, where the right-of way have been encroached on both sides; sub- standard road geometry due to sharp curves, narrow road (single lane); built-up area; traffic congestion induces road safety; 2 Fig 5.1: Site Setting km 6.500-km 6.800 schools one on right and another on left side (encroached 3m of RoW); private buildings on right side (Fig 5.1 and Fig 5.3). 103 | P a g e 156. Government Senior Secondary School at Bharari (Km 6+470) on LHS has encroached 3m wide strip of RoW by constructing boundary cum retaining wall, school utility buildings like drinking water counter, kitchen (mid-day meal scheme), seating arrangement, basketball court and toilet blocks. Consultation with school authorities acknowledged encroaching of right-of-way and has agreed to allow road construction with condition to reconstruct affected structures, which project has agreed and shall be constructed prior to starting civil work in this section. Table 5.3 – Analysis of Alternatives Option 1 – Following Existing Option 2 – Realignment on Left Side (Fig Chainage Alignment 5.3) Local public have very less resistance to have restricted RoW in the built-up location, where The existing RoW is 12 meters encroached the impact will be minimum. on both sides, as a result approx. 6m roadway width available.  Shift centerline on Left side towards (by 3- 5.5m for 250m) Government Senior  There exists a strong public resistance Secondary School impacting retaining and insisting to confine within wall, washroom, water kiosk, andtrees – available roadway to avoid the impact These shall be compensated for Km. on 8 structures (shops/resident reconstruction of impacted structures along 6+500 to buildings), will need resettling affected with retaining wall Km. people and also involve loss of  Avoided impact to all the 8 structures with 6+800 livelihood minimal damage – no resettlement and loss  Secondly, the road geometry would not of livelihood improve and still remain bottleneck;  Improved road geometry with footpath mix flow of fast and slow traffic – road over drain with railing on both sides, wider safety hazard, mainly students and carriageway, segregation of fast- and slow- pedestrian – High Safety Risk even moving traffic, safety of students and after improvement. pedestrian, lesser traffic congestion (Fig 5.2). Conclusion: The impacts of shifting the centreline on left side though will affect many existing structures of Government School, but these impacts would be mitigated through reconstructing of these affected structures. In addition, the shifting of alignment is likely to improve the road geometry and will result to safer road. Hence, considering technical, economical, environmental and social benefits, the Option 2 has been finalized. 104 | P a g e Fig 5.2: Propose cross section between KM 6.500 to KM 6.800 105 | P a g e Figure 5-3: Evaluation of Alignments and impacts of Project road near Govt Model School at Bharari (km 6.500 to km 6.800) 106 | P a g e CHAPTER 6 ENVIRONMENT AND SOCIAL RISKS AND IMPACTS AND MITIGATION MEASURES 157. The project will have both positive and adverse social impacts on the project road population. Since the project involves the upgradation of the existing road. The improvement/up-gradation of 13.5 Km of road of HPSRTP project will have direct impact on the village communities and other neighboring villages. Ribbon development / Congestion along the state highways and other roads are an uncontrolled Phenomenon and the project roads are no exception. These account for the most critical areas for this assessment. The assessment has also been done through a participatory process, involving the local communities, the likely PAPs, community leaders, Gram Pradhans, district level authorities, and various government organizations during impact assessment survey. This process provides the means by which public concerns, needs and values has been identified so that views of the likely affected and concerned people are reflected while working out the alternatives. The basic purpose of the assessment of likely loss and impact on assets are as follows: i. to understand type, nature and extent of loss due to upgradation and rehabilitation of the project; ii. the inventorisation will help in providing the input from environmental and social perspective to find out the alternatives; and iii. this will also provide the input to prepare strategic issues while conducting public consultations/Focus Group discussions at the DPR preparation stage iv. To adopt a mitigation hierarchy approach to the project’s E&S risks i.e. a) anticipate and avoid risks and impacts; b) minimize or reduce risks and impacts to acceptable levels, if not avoidable; c) once risks and impacts have been minimized or reduced, mitigate; and (d) where significant residual impacts remain, compensate for or offset them, where technically2 and financially3 feasible; v. To help identify differentiated impacts on the disadvantaged or vulnerable and to identify differentiated measures to mitigate such impacts, wherever applicable vi. Ensuing sections summarize the environmental and social risks and impacts likely due to the project road by each relevant standard (ESS 2-8), followed by the mitigation measures considered. 6.1 …related to Assessment and Management of E&S risk and impact (ESS 1): Disadvantaged and Vulnerable persons 158. Project shall define the following as vulnerable groups/persons: Scheduled Caste. ST, family/household headed by women/female, physically challenged, Below Poverty Line (BPL) families; widows; and persons above the age of 65 years irrespective of their status of title (ownership). Vulnerable groups would also include those farmers who (after acquisition of land) become small/marginal farmers. As per Census and socio-economic survey there are 5 Schedule Caste and 1 Schedule Tribe family who shall be affected by the project. As per Census and socio-economic survey there are 5 Schedule Caste and 1 Schedule Tribe family. Needs and concerns of the local people including the disadvantaged group like physically challenged people were considered such as all remodeled bus stops shall have universal access (ramp) with railing for physically challenged persons (in accordance with rights of persons with disabilities act, 2016); provision of public amenities like toilets at bus shelter, drinking water provision of street light in settlement areas, road safety during construction particularly at socially sensitive locations such as hospitals, schools, etc. 107 | P a g e 159. Mitigation measures: These concerns and needs of vulnerable groups will be addressed through a mix of measures that includes additional assistances as part of R&R measures. Mitigation of impacts on such vulnerable persons will be undertaken through provisions and measures in the Resettlement Action Plan. Besides other location specific measures, as stated in the ESMP, will be devised during the construction stage e.g. provision of temporary access to facilitate movement for those physically challenged or any other measures in The Rights of Persons with Disabilities Act, 2016. 6.2 … relating to Labour and working conditions (ESS 2) 160. HPRIDC shall contract agencies to undertake civil works, agencies/firms to support core- functions; primary suppliers of material/equipment and other implementation support partners, and these could be from anywhere in the country or outside. Construction works will require labor force and associated goods and services. Based on the construction package sizes and the project implementation schedule, the estimated construction workforce/manpower is estimated in the Table 6.1. Table 6.1: Project work force requirement during construction phase Designation Nos. Project Managers 2 Dept. Project Managers 4 Specialized Engineers 5 Site Engineers 6 Mechanical Engineers 7 Technicians 15 Supervisors 6 Skilled and unskilled workers (labors) 510 Other supporting staff 5 Total 560 161. The package wise construction contractors are expected to establish construction camp sites, material stack yards, hot mix plants and workforce camps at suitable and pre-determined /approved sites along the respective road corridors and or nearby places. The accommodation for the skilled and unskilled labours will be provided at the work force camps, whereas all other category of construction workforce (supervisors and above rank) will be provided with rented accommodation at nearby settlement areas/towns. 162. In addition, this influx of labor may affect the project area adversely in the terms of additional burden on public infrastructure such as health services, utilities such as water and electricity, housing and social dynamics. Other related issues could be increased risk of spread of communicable diseases, and increased rates of illicit behavior and crime. 163. The estimated land requirement for camp site(s) will be 1.1 hectare (2.5 acres) depending upon land availability. The impacts on this land used for establishing camp sites will be limited to the construction phase and impacts arising due to such change in land use will for limited period (construction phase) will not be significant and transitory in nature, provided the sites are managed and restored to its previous state, after the project completion. 108 | P a g e 164. During the mobilization period, the contractor will be required to prepare contractor’s ESMP, OHS plan, Water and Waste Management Plan, Influx management Plan, Workers camp management plan, CHS Plan, Transport (or road safety) management Plan, Quarry/borrow area management plan, establishment of GRM for labour and Site restoration Plan among others in accordance with the GoI and/or IFC/WB/EBRD workers Accommodation guidelines. All such plans prepared by contractor will be reviewed and approved by the PMC and HPRIDC, prior to commencement of construction works. Project shall comprise the following types of workers: 165. Direct workers: Direct workers will include the project managers and supervisors, who are employees of HPRIDC, deployed for HPSRTP. The estimated number of direct workers is not likely to exceed 30 as per existing institutional arrangements and practices of HPRIDC for all its units comprising project construction unit, technical unit, environmental and social management unit (ESMU), among others. 166. Contracted workers: All the work force deployed by the Contractors and the Project Management Consultant (for all packages) under the HPSRTP will be deemed to be contracted workers. The Contractor(s) might further engage multiple subcontractors. All work force of all such sub-contractors will be also deemed to be contracted workers. These will also include Migrant workers as all the required labor will not be fully supplied locally for a number of reasons, such as worker unavailability and lack of technical skills and capacity. In such cases, labor force (total or partial) needs to be brought in from outside the project area. Influx of migrant labor from other states for construction works has been a norm in the state and is likely to continue in this project as well resulting in potential gender-based violence (GBV). Past experience during implementation of Phase I - HPSRP, significant percentage number of migrant workers (more than 60%) from adjoining states of Himachal Pradesh were used and all such migrant workers were sourced through labour contractors. 167. Migrant Workers: The migrant workers are that, who are employed for the Project but does not belong to the Project region and are not normally expected to return to their places of residence after work shift hours. The number of migrant workers in any contract package, would depend on decisions made by contractors, based on the locally available workforce and their skills for Project construction requirements. The migrant workers could be at all levels and include unskilled and semiskilled construction labour and could even comprise combination of male and women labour force. The migrant workers are either directly engaged by the contractor or through labour contractors, who supply the work force to as per the needs of the contractors. As workers on infrastructure projects are likely to be predominantly young and male, who are either single or are separated from their family or spouse, and are outside their habitual sphere of social control, the risk of sexual harassment for local women (and co-women workers, if any), is likely to be higher, in particular for younger women and girls, but also boys. In addition, this influx of labor may affect the project area adversely in the terms of additional burden on public infrastructure such as health services, utilities such as water and electricity, housing and social dynamics. Other related issues could be increased risk of spread of communicable diseases, and increased rates of illicit behavior and crime. 168. Primary supplier workers: There will be primary suppliers such as those providing goods and materials e.g. provider of aggregate material for road construction, IT services, security services outsourced through by the contractor. Such workers will support the project at different stage. 169. Community Workers: Community workers may be employed by the contractor in relation to this Project from local sources particularly for supporting Nature-based solutions/measures (bio- 109 | P a g e engineering) towards slope stabilization workers. However, a better estimate would be known only at the time of construction. 170. Potential labor risks: Following are the potential risks associated with workers/labours engaged in road construction works. i. Safety issues, like injuries/accidents/ fatalities leading to even death, while at work; ii. Short terms effects due to exposure to dust and noise levels, while at work iii. Long term effects on life due to exposure to chemical /hazardous wastes iv. Inadequate accommodation facilities at work force camps, including inadequate sanitation and health facilities v. Non-payment of wages by Employer vi. Non-payment of benefits (compensation, bonus, maternity benefits etc.) by Employer vii. Discrimination in Employment (e.g. abrupt termination of the employment, working conditions, wages or benefits etc.) viii. Engagement of child labour ix. Sexual harassment at work x. Forced labour trafficking xi. Security of women work force xii. Inadequate facilities for pregnant women and lactating mothers xiii. Inadequate facilities for the children of the workforce at workforce camp sites xiv. Possibility of Gender based violence as the road shall traverse through sensitive locations such as hospitals, schools, etc. that are near to habitations. xv. Absence or inadequate or in accessible emergency response system for rescue of labour/workforce in situations of natural calamities like earthquake, caving in/landslides, fire outbreak, floods and cloud bursts etc. xvi. Health risks of labour relating to HIV/AIDS and other sexually transmitted diseases 171. In addition, other risks that would be applicable for all types of workers would be as follows: xvii. Unclear terms and conditions of employment xviii. Discrimination and denial of equal opportunity in hiring and promotions/incentives/training opportunities xix. Denial for workers’ rights to form workers organizations, etc. xx. Absence of a grievance mechanism for labor to seek redressal of their grievances/issues 172. Mitigation measures: The borrower – HPRIDC has a Labor Management Procedures (LMP), which will be applicable for the entire program. The LMP will include the Environmental, Occupational Health & Safety and Social (OHSS) guideline, management system and governance controls and also GRM. Through this guideline and associated standard operating procedures, it is intended to integrate the environmental, social, occupational health and safety principles of Indian national and state regulations as well as the requirements outlined under ESS 2 of the ESF World Bank. It will clearly spell out the requirements relating to provision of terms and conditions of employment; promoting of non-discrimination and equal opportunity; worker’s organization. 173. The responsibility to manage these adverse impacts would be clearly reflected in the contractual obligations of the Civil Works Contractor with appropriate mechanisms for addressing non- compliance. The bid documents for construction will incorporate requirements for Environment, 110 | P a g e Social, Health and Safety (ESHS) including list of applicable labor laws6 and provisions and the metrics for periodic reporting by contractors. The bidders are required to submit the following as part of their technical bid: ESHS strategy and implementation plan; code of conduct; and declaration of past ESHS performance. The successful Bidder will submit an Environmental, Social, Health and Safety (ESHS) Performance Security @ 2% of accepted contract value. 174. In order to address labor influx, contractor will: i. source all unskilled labor from within the project area and its vicinity to minimize labor influx into the project area. Skilled labor force, if unavailable locally, would be brought in from outside the project area either from within or outside the state. ii. develop a Workers’ Camp Management Plan that addresses specific aspects of the establishment and operation of workers’ camps e.g. cordoning of separate areas for labor camps and material storage; iii. conduct training programs on HIV/AIDS and other communicable diseases iv. develop a complaint handling mechanism at the project level v. provide information to communities in project area and to host communities about the contractor’s policies and Worker Code of Conduct (where applicable). 175. In addition to the above & in accordance with the risk assessment carried out, that accorded a risk level of 12.0 (moderate) to the project, a GBV Risk Mitigation Plan has been prepared for the overall project. The Plan will provide a set of measures such as orientation to all categories of labor, communities’ sensitization, signing of codes of conduct by the project personnel to be undertaken during implementation on a one-time basis or as periodic activity depending on its nature. 6.3 …relating to Resource Efficiency & Pollution Prevention & Management (ESS 3) Impact on Physiography 176. The road is existing for last several decades and the present construction works involves only widening to intermediate lane, following the existing ground profile and without significant alteration of existing vertical profile, except for improvement of geometrics objected to enhance road safety. Therefore, there will be no significant impact on physiography of the region due to road construction. Impact on Geology 177. The construction of road will require different materials such as earth, aggregate, boulders, and sand that occurs naturally and whose formation process is slow and takes years. In addition, development till now has stressed these finite natural resources and is creating availability challenge in recent time. Considering these aspects and to minimize construction footprint on natural resources is fundamental design principle for pavement and structures. The various ‘resource efficacy’ options during design include optimize usage of material generated from hill cutting in protection works like breast/toe/masonry walls thereby reduce potential impact due to dumping etc., are considered to achieve minimum construction footprint. 6 Workmen Compensation Act, 1923, Minimum Wages Act, 1948, Payment of Wages Act, 1936, Equal Remuneration Act, 1979, Child Labour (Prohibition & Regulation) Act, 1986, Inter-State Migrant Workmen’s (Regulation of Employment & Conditions of Service) Act, 1979, etc. 111 | P a g e Table 6-2: Borrow Pits along the Project Road Side Chainage Available BA. No. Lead (m) Ownership Details (km) (LHS/RHS) Quantity BA-1 10+000 20 RHS Government Hill (Adequate) BA-2 13+000 20 RHS Government Hill (Adequate) Figure 6-1:- Maps showing potential borrow area details along project road 178. The demand for construction materials like earth, aggregate, boulders and sand occurring naturally will be sourced from already existing quarry or sources. The likely anticipated short term and localised impacts are slope and stability issues of the excavated hill faces, disrupting or altering sub-surface drainage, contamination of groundwater, soil erosion and deforming landscape. 179. Furthermore, geological formation are long process and these construction materials are finite resources and are already stressed due to various development activities creating availability challenges in recent times. Though these impacts are of low significance, but considering project road being in seismic sensitive geography possess risks and impacts. Considering these aspects and to minimize construction footprint on natural resources is one of fundamental design principle for pavement and structures. The various ‘resource efficacy’ options during design include optimize usage of material generated from hill cutting in protection works like breast/toe/masonry walls thereby reduce potential impact and risks are still being assessed and will translated into final design to achieve minimum construction footprint. 180. The construction material requirement for the project road widening includes earthwork, stone aggregates, cement, bitumen etc. As per engineering design, the estimated quantity of materials that are required for construction of the project road is listed in Table 6-2. 112 | P a g e Table 6-2 : Estimated Construction Materials Requirement S.No Description Unit Quantity A Road Works 1 Earthwork for Excavation Cum 261204 2 Earthwork from Borrow Area Cum 7209 3 Aggregates for (Road Work) MT 37675877 4 Bituminous material MT 184 B Bridges 1 Aggregates for (Bridges) Cum 10887716 2 Cement MT 2851 3 Steel MT 845 4 Concrete (Bridges) Sqm 8065 5 Sand MT 5988244 6 Man Power Required Man Days 152150 181. Mitigation Measures:  The project’s demand for boulders, stone aggregate and sand for road construction will be sourced from authorized/pre-existing quarries; and earth will be borrowed from 3 locations with a lead distance of 0 to 15 Km have been identified for borrowing the earth given in following figure  The borrowing of earth in an unregulated manner may lead to unstable slopes, erosion, loss of fertility, inundation of water, breeding areas for mosquitos and unhygienic environment. The transportation of earth from borrow and quarry areas in open/uncovered trucks can increase the dust levels and no borrowing of earth shall be permitted along the project road and within existing Right of Way. Borrow areas for importing earth for embankment/sub-grade construction shall be identified and assessed for suitability of material and likely environmental impacts and risks. Uplands shall be given a first choice while finalizing the borrow areas to reduce the foot print of the borrow areas  Prior to commencing borrowing operations, Engineer shall approve borrow area based on compliance with existing regulations, suitability of earth, written agreement with land owner(s), likely potential environmental risks and safety hazards, and restoration/redevelopment plan. If government/panchayat land(s) have been chosen, then requisite approval/permissions from local self-government bodies shall be obtained prior to commencement of borrowing operations and conditions laid by the local bodies shall be complied thereof.  The agreement for borrowing soil shall clearly state the lease duration, depth and land area and levels up to which the borrowing of earth shall be carried out, compensation for the agreed lease period, site restoration plan as desired/required by the landowner and any other condition mutually agreed upon between contractor and land owner. The agreement shall include a site restoration plan as agreed upon with the landowner.  The Engineer shall conduct regular compliance audit during operation of borrow area and ensure prompt restoration of closed borrow area is in accordance with approved borrow area management plan. 113 | P a g e  The contractor will ensure trucks are loaded only up to permitted capacities to prevent high emission, vehicle wear and tear, road surface damage due to overloading. All haul roads either paved or unpaved used for transportation of materials shall be subjected to surveillance at regular interval and rectify any type of surface damage till operation of borrow area.  The contractor will ensure trucks used for transportation of material is covered by tarpaulin and provided tail board, so that en-route spillage and generation of fugitive dust are prevented. All haul roads (paved or unpaved) used for transportation of materials shall be subjected to daily surveillance especially settlement/residential areas for dust levels and carry out regular sprinkling of water to check air quality is compliant with NAAQS till operation of borrow area.  Trucks in good condition shall only be deployed for operations and shall adhere to pre- determined routes. The contractor will resolve any conflict arising due to contractor activities with community or individual.  The contractor shall prepare and get the borrow area management plan approved by the Engineer and operation shall strictly adhere to same. The borrow area management plan shall ensure following  Identified borrow area is inspected by Engineer. On a typical map record land area, boundary limits, estimated quantity and existing environmental settings, but not limited to topography, drainage, water bodies, settlements, trees, haul road etc. to identify likely environmental risk and safety hazards.  Borrow areas shall not be opened in an irregular shape and sizes.  Indicate propose slope or any mitigation measures for the finish cut surface of bank/embankment to prevent slide, erosion, or collapse of bank.  The bottom of borrow pits shall not be left uneven and finished with a levelled bottom and shall not have deep pits within.  The propose depth of cutting shall be limited to a maximum of 1.2 meters below surrounding ground levels. In case excavation warrants for greater depth, such borrow area location shall also include occupational health and safety measures to prevent accidental or safety hazards till completion of restoration.  Likely quantity of top soil generation and its preservation. Impact on Soil 182. The land within the COI will be directly impact due to removal of topsoil, compaction and spillage of chemical. The compaction of soil due to plying of traffic, stockpiles, temporary facilities is also likely to impact soil structure with potential to impact organism activity, water retention capacity and nutrient retention. There is also possibility of contamination of soil from leakage and spillage during handling and storage of fuels and chemicals. 183. Based on soil quality test, the content of sand, clay and silt is 64.5 %, 19.6 % and 15.9 %, respectively which indicate that soil texture is sandy clay loam class and prone to erosion by water and wind. 184. The land within the COI will be directly impact due to removal of topsoil, compaction and spillage of chemical. 185. The compaction of soil due to plying of traffic, stockpiles, temporary facilities is also likely to impact soil structure with potential to impact organism activity, water retention capacity and nutrient retention. There is also possibility of contamination of soil from leakage and spillage during handling and storage of fuels and chemicals. 114 | P a g e Muck Disposal: 186. The main activities that will generate construction debris and/or spoil are excavation along hill side of road, rock, dismantling of existing pavements, culverts/bridges, drainage and protection works. The estimated excavated materials is 216315 cubic meters, out of this, the project considers to reuse/recycle 10815 cubic meter of rock (5% of excavated material) and 46109 (22 % of excavated material) for the construction of sub grade, sub base and base layers, and back filling of retaining walls, breast walls among others as given in Table 6-3. This approach not only reduce the need for disposal of excavated materials, but also reduces the need to import material for construction purposes. Table 6-3 Estimated Quantities of Rock and Earth Work Materials S. No Item Quantity I Quantity from excavation a Excavation in roads 200365.637 b Excavation in culverts 2580.513 c Excavation in bridges 721.3184 d Excavation in drainage and protection works 12647.4 Quantity of excavated materials 216314.8684 a Embankment 10822.9586 b Subgrade 34066 c Backfill in culverts 611.887 d Backfill in Bridge 607.9861107 e Backfill in drainage protection works 0 f Recovery of rock for reuse 10815.74342 II Total Quantity of Soil Reused (II) : 56924.57513 III Excavated Quantity to be disposed (I - II) : 159390.2933 187. The extent of the identified muck disposal sites at 7 locations is 12.1 Ha, which is adequate to dispose the both excess rock cut material. The disposal of debris is likely to have environmental and social impacts and risk due to erosion, slides, clogging of drainage, drying of seasonal streams/spring, damage farmland, loss of soil productivity etc. The chainage wise details of rock/earthwork fill and cut lengths and volume are given in appendix 22. Table 6-4:- Locations for establishing debris/muck disposal Chainage S. No. Type of Land Capacity (m3) Remarks (Km) Villagers want this land to be developed for parking or other 1 0+900 Govt. Land 14,000 social activities. L=70m; W=40m; H=5m (approx.) The owner of the land wants to develop land for agricultural purposes. 2 3+350 Pvt Land 3,600 L=30m; W=20m; H=6m (approx.) Owner details :- Shankar Ram & Contact no- 7807454937 Villagers want this land to be developed for parking or other 3 4+950 Govt Land. 7,200 social activities. 115 | P a g e Chainage S. No. Type of Land Capacity (m3) Remarks (Km) L=30m; W=30m; H=8m (approx.) There exists a Govt Veterinary Hospital and depressions in the premises need to be filled up by debris. Debris disposal 4 5+650 Govt Land. 2,400 will level the surface which further will be used for parking purposes. L=40m; W=30m; H=2m (approx.) There exists a PWD’s store house on existing land and depressions in the premises needs to be filled up by debris. 5 5+900 Govt. Land (PWD) 1,920 The leveled surface will be used as parking facility. L=40m; W=8m; H=6m (approx.) Govt Land Land belongs to revenue department and want to develop 6 10+700 (Revenue 80,000 and level it for parking and other uses. department) L=160m; W=50m; H=10m (approx.) The land near to Ladraur Market area is a vacant barren land 7 13+100 Govt. Land (PWD) 12,000 now. People want it to be developed for parking purpose. L=60m; W=20m; H=10m (approx.). Total 1,21,120 188. Mitigation Measures: These would include:  Prior to undertaking any site clearance and/or excavation activities, particularly hill cut operations in any segmental operational stretch, the contractor shall prepare an work plan, detailing the type and numbers of equipment required, estimated volume of material to be cut or excavated, details of approved disposal sites, arrangements made for transport of excavated material to the approved disposal sites, dust suppression measures at excavation site and along transportation routes, method of stacking and/or handling the excavated material at the disposal site including rehabilitation plan of the disposal site, health and safety measures and emergency response plan for the entire operation shall be prepared in advance.  The construction debris from all operational areas shall be regularly scavenged and disposed off at identified disposal sites or those approved by District administration. Since, extent of surplus muck is not at this stage however, the requirement to have a Muck Disposal Plan shall be made mandatory part of contractor’s ESMP.  The adequacy of sites suggested by stakeholders during consultations shall be verified for its suitability from potential environmental and social risk and impacts. Accordingly, the mitigation measures needed shall be prepared for Engineer approval and prior to operating the dump site.  The Engineer prior to approving contractor’s civil work plan shall ascertain preparation and inclusion of Muck Disposal Plan as one of main activity preceding hill cutting and excavation activities. The contractor shall be solely responsible to resolve any type of issues arising or related to dump site amicably with communities or individuals.  The contractor shall prepare and get the Muck Disposal Plan approved by the Engineer and operation shall strictly adhere to same. The Muck Disposal Plan shall ensure following  Identified disposal site is inspected by Engineer. On a contour map record land area, boundary limits and existing environmental settings, but not limited to topography, drainage, water bodies, settlements, trees, haul road etc. to identify likely environmental risk and safety hazards. 116 | P a g e  No dump site shall be located in forest area. In unavoidable condition, identification and approval of such dump site in forest area shall be after complying with conditions set in approval from Forest Department.  The likely environmental issues at dump site could include slope stability, blocking drainage, altering waterway, erosion etc. The mitigation measures shall include both engineering and non-engineering measures. 6.3.2 Impacts on Water Resources 189. As the project road completely traverse in hilly terrain and exists three seasonal streams and springs at different chainages. The streams are perennial with low to moderate seasonal fluctuation and drain water from hill side, which in absence of adequate cross drainage across the road can cause a tendency for flash floods on the downstream side. 190. The road construction inevitably is likely to alters, to a certain degree, the natural drainage regime by altering natural sheet run-off and stream hydrology. This will occur during construction from land clearance and construction of the road. In order to minimize the impacts, the following measures are considered. The drainage pattern along the project road with side drain flow direction to the nearest CD structures are given in Appendix -7. 191. Mitigation Measures: These would include:  The construction of 26 pipe culverts and 4 slab culverts connected with side drain on hill sides along the road is suggested for easing the drainage across the road.  Construction of check dams on the upstream side of three seasonal streams and channelizing the water on the downstream side of with protection measures will control the erosion of soil and subsequently reduce floods on downstream areas.  In addition, Nature-based solutions/measures (bio-engineering) are also considered at selected locations to minimize the erosion and improve the slope stability. 6.3.3 Water Resources Depletion 192. The terrain of project area is hilly and there three streams that are perennial with low to moderate seasonal fluctuation and springs. Such sources are tapped by the irrigation department for further use. The availability of water during summer is limited particularly in lean periods and requires immediate attention to augment the ground water resource. However, none of the areas within Bilaspur district has been notified as over exploited / critical by CGWA/State Ground water authorities as of 2013. 193. The estimated water requirements is 26.7 million litre during project period for civil works like embankment, sub-grades, bituminous work, concrete, dust suppression and daily consumptive use at work force camp, site offices, among others. Since, depth of these bore wells range between 30 to 45m and considering ground water development status of the district, project demand could be meet with by ground water through construction of bore well. Table 6- 5: Estimated Construction Water Requirement Quantity in litres Estimated otal Water Qty S.No. Activity Unit required/meter length requirement (in lakhs) of road 1 Road/Embankment Litres/metre 500 68 2 Subgrade/WBM Litres/metre 250 34 Construction of 41 CD LS@10000 litres per 3 410000 5 Structures location 4 Dust Suppression and Litres/metre 250 34 117 | P a g e Quantity in litres Estimated otal Water Qty S.No. Activity Unit required/meter length requirement (in lakhs) of road camp site management On site sanitation & 5 per day 5000 15 Drinking water Camp Site Water 6 Litres 1000 3 Requirement Plantation of 7 Litres 5400000 54 saplings/trees Total Water Requirement 213 Add 5% for wastage and 20% for Contingency 54 Quantity of Water Requirement 267 194. Mitigation Measures: The impacts arising due to sourcing of construction water can be minimized through the following mitigation measures.  Contractor can explore suitable locations with high water level for installing tube/bore well and abstracting water. However, tube/bore well should be installed after obtaining permission from irrigation and public health department, GoHP.  identify and development of potential springs and seepage springs along hill sides, where collection chambers or tanks can be constructed to harness the water for meet construction demand. However, springs used by communities should be avoided.  The Contractor shall consider renovation of existing surface water bodies new surface water bodies at suitable places in the vicinity of the project road for harvesting of water during rainy season. This water can be used for construction purpose and on completion of the construction the same can be handed over to the community for maintenance and use.  During the pre-Construction stage the contractor should preferably identify local depressions along the alignment in consultation with the local panchayat to be developed as water storage areas.  The water usage pattern with in the construction camps can be minimized by adopting following best practices:  Use buckets for washing purposes instead of using running water;  Use of auto shut off taps (without sensors) in labour accommodation;  Install water meters with main supply pipes/water tanks/bore well to assess quantity of consumed water. 6.3.4 Impacts on Water Quality 195. Road construction related pollution risks include accidental release of fuel, used oil or chemicals and contamination from poor waste practices that can affect surface and groundwater; contamination from construction machinery working near springs and seasons streams; discharges and disturbance of soil and sediment that drain into surface waters. 196. In addition, camp site, construction sites will generate and average sanitary wastes which need to be treated through septic tank and soak pit disposal arrangements. 197. The details of waste generation during lean, average and peak construction phase is given in Table 6-6. If not treated properly, the liquid waste will potentially cause both surface and ground water contamination through surface run off and or through leaching through surface to groundwater aquifers. 118 | P a g e Table 6-6 : Estimated Sanitary waste during construction phase Peak Sewage Category Nos LPD Quantity Average Lean generation (80%) Supervision staff 50 45 2250 1800 900 324 Non local /Migrant 155 90 13950 11160 5580 2009 labor at camp site Total 12960 6480 2333 198. In particular, the proposed construction works is likely to affect water quality during monsoon period, when all seasonal streams will be flowing. The most commonly associated will be increased suspended solids and turbidity in runoff from land clearance, earthworks and stockpiles where works are undertaken near streams and springs. 199. Mitigation Measures: Key avoidance and mitigation measures to avoid surface water pollution include:  All toilets and wash areas within the camp site and work force camps shall be provided with septic tanks and soak pit arrangements, of adequate capacity. No wastewater from the camp/work force site shall be discharged directly without any treatment in to any surface water channels or drain, which eventually join surface water bodies.  The camp sites shall have 4 numbers of septic tank (each 5m Length, 2m Breadth and 1.5 m Clear depth with 0.3 free board) with soak pit arrangement which can serve for work force at peak level as per CPWD specifications as below figures. 119 | P a g e  The oil/lube storage shall be under roofed areas with impermeable cement concrete surfaces and provided with separate drainage system with oil separators. No discharge from oil/lube storage areas shall be directly discharged in to any open surface water channel/ streams.  Oil interceptors shall be provided at repairing area and fuel storage area with separate drainage system. (typical drawing) 120 | P a g e  No construction debris and/or spills of construction materials are dumped on to stream waterway. The upstream and downstream side of the cross drainage structure sites are to be cleared on a daily basis to clear off any accidental spills, if any.  Care shall be taken not to adversely constrict the water way, while planning and constructing cross drainage structures and construction works shall be planned and completed during non- monsoon months.  After the completion of the construction works, the cross drainage construction site including upstream and downstream up to 100 metres shall be checked for remnant of construction debris/spills and same shall be and cleared off 6.4.1 Physical Environment Ambient Air Quality 200. The baseline results of all air quality parameters (PM10, PM2.5, SO2, NO2, HC, CO) monitored at Dadhol and Ladrour locations are below prescribed standards in NAAQS. This can be attributed to overall good pavement condition, less volume of traffic, and absence of polluting sources in project study area. 121 | P a g e 201. Construction activities can give rise to dust emissions under particular circumstances if not effectively managed. Road construction activities have the potential to affect receptors near to the main construction sites due to dust generated from site preparation, site excavation, hill cutting, construction activities and the tracking out of dust from Heavy Goods Vehicles (HGVs) onto the local road network. Earth works will result in exposed areas of soil which will potentially generate dust when it is windy, with dust potentially being generated when winds blow at all times of day or night, not just during active periods of construction. The level and distribution of dust will vary according to the duration and location of activity, weather conditions, and the effectiveness of suppression measures. 202. Gaseous emission during construction will be from road construction machinery, equipment and plants concrete batching plant, hot mix plant and wet mix macadam plant. The operation of vehicles, equipment and plant will result in emissions of carbon monoxide, sulphur dioxide, and oxides of nitrogen. In particular, all commercial vehicle driven with diesel fuel is often used in India. The greatest impact on air quality due to emissions from vehicles and plant will be in the areas immediately adjacent to site access. Generally, additional vehicle movements generated during the construction phase will have the potential to influence local air quality at sensitive receptors located at close proximity to road and pollutant concentration is likely to reduce with increase distance from road. The impacts will therefore apply mostly within the town/villages, though may also affect some isolated properties where they are located close proximity of construction traffic movements. 203. The GHG emissions per year, at the present traffic, road geometry and pavement conditions is using the International Vehicle Emission (IVE) modelling is estimated at 2143.569 tons of carbon dioxide equivalents (CO2) (which includes N2O as well as CH4.). The GHG estimates of the widened project road scenario (as of 2019) is 1283.428 tons of CO2, (which includes N2O as well as CH4.) Shows that the widened project road could reduce GHG emissions by 860.141 tons of CO2 as given in Table 6.7. Table 6- 7: Present and Widened Project GHG Emissions (2019) Widened Project at Present Existing Project road at Present Traffic levels (2019) Change in emission Traffic levels scenario (2019) Type of vehicle CO2 N2O CH4 CO2 N2O CH4 Δ CO2 Δ N2O Δ CH4 Two wheelers 159.31 0 2.99 91.12 0 1.74 -68.19 0 -1.26 Three wheeler 1.8 0 0 1.03 0 0 -0.77 0 0 LMV (4 Wheel) 1215.56 0.02 0.01 694.97 0.01 0.01 -520.59 -0.01 -0.01 Bus 631.88 0.05 0 361.34 0.03 0 -270.54 -0.02 0 Heavy truck 4.15 0 0 4.15 0 0 0 0 0 Light truck 130.76 0.01 0 130.76 0.01 0 0 0 0 1283.3 Total emission 2143.47 0.08 3.01 0.05 1.75 -860.09 -0.03 -1.26 7 Total emissions (in 1283.3 terms of Co2 2143.47 0.0238 0.0753 0.0149 0.0438 -860.09 -0.0089 -0.0315 7 Equivalent ) Note:- N2O and CH4 is converted into Co2 Equivalent using 298 kg and 25 kg as multiplication factor respectively. 204. The GHG emissions of the project road at present traffic levels, during construction phase and GHG emissions during the life cycle of project road (upto year 2038) has been estimated using ROADEO and IVE (International Vehicle Emission) models. The construction phase GHG emissions has been estimated using ROADEO toolkit and has estimated 7960 CO2 e tons. The estimated GHG emissions for each of phases are given in Table 6.8. 122 | P a g e Table 6- 8: GHG emission projections up to 2038 with present road and improved project road scenario Present Road After Construction Change in emission Year CO2 N2O CH4 CO2 N2O CH4 Δ CO2 Δ N2O Δ CH4 2020 2266.19 0.08 3.19 2021 2500.27 0.09 3.52 Construction Stage Construction Stage 2022 2768.42 0.1 3.89 2023 3062.32 0.11 4.3 2024 3399.73 0.12 4.77 2036.19 0.07 2.77 -1363.53 -0.05 -2 2025 3697.36 0.13 5.19 2213.97 0.08 3.01 -1483.4 -0.05 -2.18 2026 4034.01 0.14 5.67 2415.42 0.09 3.29 -1618.59 -0.05 -2.38 2027 4403.83 0.15 6.19 2637.83 0.09 3.59 -1766 -0.06 -2.6 2028 4824.91 0.17 6.78 2888.15 0.1 3.93 -1936.76 -0.07 -2.85 2029 5185.63 0.18 7.29 3104.12 0.11 4.23 -2081.51 -0.07 -3.06 2030 5602.77 0.2 7.87 3355.62 0.12 4.57 -2247.16 -0.08 -3.31 2031 6044.51 0.21 8.49 3619.39 0.13 4.93 -2425.12 -0.08 -3.57 2032 6537.28 0.23 9.18 3913.95 0.14 5.33 -2623.33 -0.09 -3.86 2033 7026.13 0.25 9.88 4209.92 0.15 5.73 -2816.21 -0.1 -4.15 2034 7560.79 0.26 10.62 4527.34 0.16 6.16 -3033.44 -0.1 -4.46 2035 8117.19 0.28 11.4 4860.04 0.17 6.61 -3257.15 -0.11 -4.79 2036 8746.74 0.31 12.29 5236.33 0.19 7.13 -3510.41 -0.12 -5.16 2037 9369.02 0.33 13.17 5609.42 0.2 7.64 -3759.6 -0.13 -5.53 2038 10073.74 0.35 14.14 6032.06 0.22 0.82 -4041.68 -0.14 -13.32 - Total 105220.85 3.69 147.84 56659.76 2.02 69.72 -1.29 -63.22 37963.89 Total in Co2 - 105220.85 1.10 3.70 56659.76 0.60 1.74 -0.38 -1.58 Equivalents 37963.89 Note:- N2O and CH4 is converted into Co2 Equivalent using 298 kg and 25 kg as multiplication factor respectively. 205. The improvement of road will contribute to GHG emission net reduction of 30003.89 CO2 e tons over project life cycle till 2038. 206. For operation stage, Air quality and noise quality modelling was carried out to determine the concentrations of PM10, PM2.5, CO and noise at present traffic levels. 207. Quantitative assessment for predicted level of pollutants concentration has been done using ISC- AERMOD, a recommended model by USEPA for prediction of air quality from point, area and line sources. It is based on Gaussian dispersion which incorporates the Pasquile-Gifford (P-G) dispersion parameters for estimating horizontal cross wind and vertical dispersion. 208. The total road alignment has been taken into consideration for the prediction of vehicular exhaust emission. Major criteria pollutants generated due to vehicular exhaust are PM10, PM2.5and CO and hence only these pollutants are taken into consideration in this study. 123 | P a g e Emission factor (g/Mile) Details PM10 PM2.5 CO Year 2019 1.03 1.31 2.11 Year 2038 3.42 6.81 4.35 PREDICTED INCREMENTAL CONCENTRATIONS 2019 2038 Details Parameter(μg/m3) Parameter(μg/m3) PM10 PM2.5 CO PM10 PM2.5 CO Maximum 4.16 6.65 495 9.14 16.64 825 Concentrations Dadhol 0.8 1 100 3 3 300 Ladrur 1 5 200 5 10 500 CUMULATIVE CONSTRICTIONS AT VARIOUS VILLAGES Baseline Ground Level Concentration Cumulative Details 2019 Parameter(μg/m3) 2019 Parameter (μg/m3) 2019 Parameter (μg/m3) PM10 PM2.5 CO PM10 PM2.5 CO PM10 PM2.5 CO Dadhol 57.8 19.5 201 0.8 1 100 58.6 20.5 301 Ladrur 58.6 14.5 190 1 5 200 59.6 19.5 390 209. The predicted concentrations of PM10, PM2.5 and CO are found to be well below the NAAQ standards at all of the places. It is already suggested in EMP to go for avenue plantation on either side of the proposed project road. This will further reduce the concentration of PM & CO. 210. In the existing scenario, due to lesser width and higher roughness, the average vehicle speed is low, which results in more exhaust gas emissions. In the post-project scenario, improved road conditions and congestion free traffic movement will reduce emissions. 211. Furthermore, lower growth of traffic and better road conditions with improved average speed, which constitutes about 95% of the total project road length, will not have any significant increase in concentration of PM and CO even after 20 years of operation, subject to regular maintenance of the road condition and maintaining the average speed of traffic. 212. However, in Dadhol – Ladrour Road (OSR9 ) project, the emissions will increase significantly due to increase in traffic density. The Isopleths of PM10, PM2.5 and CO concentration along the project stretch are given below Figures 124 | P a g e Figure 6-2: Isopleth of Incremental GLC of Particulate Matter (PM10) from OSR9 (Dadhol – Ladrour ) Road Project for the year 2019 Figure 6-3: Isopleth of Incremental GLC of Particulate Matter (PM10) from OSR9 (Dadhol – Ladraur ) Road Project for the year 2038 125 | P a g e Figure 6-4: Isopleth of Incremental GLC of Particulate Matter (PM2.5) from OSR9 (Dadhol – Ladrour ) Road Project for the year 2019 Figure 6-5 : Isopleth of Incremental GLC of Particulate Matter (PM2.5) from OSR9 (Dadhol – Ladrour ) Road Project for the year 2038 126 | P a g e Figure 6-6: Isopleth of Incremental GLC of Carbon Monoxide (CO) from OSR9 (Dadhol – Ladrour Road) Project for the year 2019 Figure 6-7: Isopleth of Incremental GLC of Carbon Monoxide (CO) from OSR9 (Dadhol – Ladrour Road) Project for the year 2038 127 | P a g e 213. Mitigation Measures: Among the air pollutants, dust levels in term of particulate matter 2.5 and 10, is the most significant most for concern. In order to prevent and control the dust levels, the following measures are to be strictly adhered to:  The contractor shall do vehicle fitness test at regular interval of 1year and based on fitness certificate, only fit vehicle shall be deployed during construction. All vehicles and equipment used during construction should be we well maintained, efficient vehicles, having a lower unit emission ratio and higher payload. All vehicles shall be mandatory to have valid Pollution Control Certificates.  The pollution control equipment in Hot-mix plant shall be kept in working condition at all times. The plant shall not be operated, if the pollution control equipment is not functional.  The contractor depending on most prevailing wind direction and presence of sensitive receptors at downwind side of material stack yard, shall provide wind barrier at perimeter of all plant site to arrest or blowing of suspended particle.  The contractor shall obtain and submit to Engineer, all requisite permits (CTO and CTE) from the HPPCB for operation of the Hot Mix Plant, stone crushing operations, batching plants and captive quarry operations. Noise and Vibration 214. The principal source of noise during construction of project road would be from operation of equipment, machinery and vehicles. Earth moving machineries e.g. excavators, graders and vibratory rollers has potential to generate high noise levels. These machineries produce noise level of more than 70 dB (A). This can cause disturbance to the settlement, adjacent to the carriageway or within 500 m from the worksite. 215. There are 8 sensitive receptors i.e. schools (3), hospitals (1), religious structures (4 temples) are located along the road and within study area. Noise impacts are anticipated at 4 sensitive receptors, while it is not anticipated at 4 sensitive receptors (3 temples, 1 hospital). 216. Dhwanipro noise model is developed to undertake construction, industrial and traffic noise propagation studies for noise assessment. The model is used to predict the impact of noise on receptors from the noise generation source. It is also used to predict impact due to group noise sources in the industrial complex (multiple sound sources) and traffic. 217. A noise propagation modelling study has been conducted to find out the impact from the noise generated because of the estimated total traffic flow as well as the significance of these impacts. The noise modeling has been done taking into account the design speed at various stretches and the stretches with restricted speeds have also been considered. Dhwani PRO is used for noise modelling and following table presents the results. Table 6-9: Noise level predictions for the locations Noise Level dB(A) Noise Level dB(A) S.No Name of Locations 2019 2038 1 Dadhol 58 62.8 2 Ladrour 53 56.7 218. The predicted noise levels during both day and night time are below the stipulated limits at road project stretch for all the land uses i.e., commercial, residential/rural and sensitive. 128 | P a g e 219. The Contour map showing noise levels due to total traffic outcome at the total project stretch has been shown in Figures Figure 6-8 :- Contour map showing noise levels due to total traffic outcome of the Dadhol – Ladrour Road Project (OSR9) stretch for the Year 2019 Figure 6-9:- Contour map showing noise levels due to total traffic outcome at the Dadhol – Ladrour Road Project (OSR9) stretch for the Year 2038 220. Mainly the vibration during construction activity like consolidation rolling through use of rollers could cause vibrations to the settlements, which are immediately adjacent RoW. If un controlled, these vibrations, at times could lead to minor cracks or damages to the kutcha or old structures. 129 | P a g e 221. The noise generated during the construction would cause inconvenience to the population especially within 50m of the alignment after which it would be attenuated to acceptable levels. Since, the settlement along the road alignment would be sparse the severity of the impact is not expected to be significant. Mitigation Measures: This include  The DG sets used in the project shall have acoustic enclosures and should conform to the CPCB stipulated standards.  Regular maintenance of the machinery, equipment and vehicles shall be carried out to minimize the noise levels. All machinery, equipment and vehicles shall have a definite maintenance schedule and maintained by the contractor.  Night time construction activity shall be prohibited in case settlement/habitations are located within 500 m of the construction site.  In order to limit the ambient noise levels near the sensitive receptors, noise barriers have been recommended at 4 sensitive receptors out of total 8 locations.  Noise barriers shall be constructed in advance (Prior to commencement of road construction works) at every sensitive receptor like Schools, Hospitals which have been identified for providing the noise control measures.  During the road construction near the sensitive receptors, appropriate traffic diversions are to implemented including the deployment of uniformed traffic wardens with reflective hand battens.  Road construction schedule near sensitive receptors like schools and hospitals shall be informed to the concerned authorities well in advance. All works near sensitive receptors shall be adequately well planned and works shall be completed in shortest possible time, with minimal inconvenience to users of sensitive receptors locations. If warranted, steel barricades shall be used to minimize the inconvenience to the road users as well as occupants of the sensitive receptors.  Environmental measures such as construction of noise barriers etc shall be constructed for the identified sensitive receptors, well in advance of commencement.  Along the settlement areas, the use of all rollers shall be regulated through slow pace of operations, use of non – vibratory and small rollers to minimize or avoid cracks or damages to the kutcha or old structures. Table 6-10 : Details of Noise Barrier provided at sensitive receptors S.No Description Mitigation Measures Dimensions 1 Govt primary school at Gahar Noise Barrier cum boundary wall 60m long X 5m height X 300 (Km 1+130) mm thick masonry wall with suitable foundation 2 School near Ladhyani (Km Noise Barrier cum boundary wall 40m long X 3m height X 300 4+520) mm thick masonry wall with suitable foundation 3 School at Bharari (Km Noise Barrier cum boundary wall 50m long X 5m height X 300 6+470) on RHS mm thick masonry wall with suitable foundation 4 School at Bharari (Km Re-construction of Retaining wall Retaining wall (450m long X 6+470) on LHS along with reconstruction of all 10m height) and reconstruction affected structures at new locations of all affected structures at new locations 130 | P a g e S.No Description Mitigation Measures Dimensions 5 Hospital (Km 6+640) at Noise Barrier cum boundary wall 40m long X 5m height X 300 Bharari mm thick masonry wall with suitable foundation Table 6.11: Details of Noise Barrier provided at sensitive receptors S.No Description Chainage Side Impacts Mitigation Measures Remarks 30 m long, 3m Height, 1 School 20+200 LHS Yes Noise Barrier 300mm thickness 30 m long, 3m Height, 2 School 22+450 LHS Yes Noise Barrier 300mm thickness 25 m long, 3m Height, 3 School 30+350 LHS Yes Noise Barrier 300mm thickness 20 m long, 3m Height, 4 Dispensary 25+780 LHS Yes Noise Barrier 300mm thickness Figure: Noise Barrier Design Cumulative Impacts 222. As part of ESIA for the project road, an attempt was made to assess the cumulative impacts of other developmental programs within PIA. Review of the available and latest information indicates the following, within 15 km Project influence Area of the road  No major tourism development projects.  No major industrial promotion program as per the Himachal industrial investment policy, 2019. 131 | P a g e  No scope for any major industries  Construction of 64.81 Km of rural roads at 13 different locations in the vicinity of PIA for improving the connectivity of rural habitations to the state road network under PMGSY program. 223. Following are the list of ongoing works under PMGSY in Ghumarwin block (as on 31-03-2019); in the vicinity of PIA Name of rural road under PMGSY Length (km) Dadhol to Jarora 2.06 Junala to Gallian 2.36 Nihari to Kallar 5 Dangar to Barota 6 Bara- Da-Ghat to Salaun 4 Jhandot to Bum 5.72 Kasol to Ghyana 1.5 Ghumarwin to Chuwari 2 Banoa to Kulwari road 9 Gehra to Kuh 4.1 Patta to Morsinghi 11.07 Harlog to Gehra 4 Trauntra to Dabla 8 Total 64.81 km 224. Thus, the only contribution to the impacts is the construction of rural roads at sporadic locations in the vicinity of PIA for improvement of the connectivity, which could trigger increase in traffic levels along the newly constructed and other roads of the regions. The constructional impacts of rural roads on the material extraction and/or other environmental resources are not expected to be significant. 225. The cumulative impacts due to the increased traffic has been already captured during the GHG estimations for the project road upto 2038, which considers increased traffic levels over the years. The GHG emission projections of the improved project road over its life cycle indicate that there will be a net reduction of 30003.89 CO2 e tons . (refer section 6.41). 6.4 … relating to Community Health and Safety (ESS 4) 6.4.1 Occupational Health and Safety Transport and accessibility 226. The project road is 13.5 km length with 15 settlements that are located at every kilometer along the road. The built-up along the road has direct access into project road in addition intersected by major and minor junctions. The road will act as haul road for transporting construction materials along with construction activities will result in blocking of access restrictions across the roads, which will cause nuisance to local road users (road users and pedestrians). Adding to aforementioned impacts, the site setting i.e. narrow roadway width, sharp curves, hilly/mountainous terrain will provide limited option for maneuvering, but will depend on contractor working procedures that is not yet known. During construction stage, there could be 132 | P a g e need for creating temporary access to Contractor’s camps/establishments. Details of the exact locations and numbers would be known only after contractor is mobilized at site. 227. There are 15 settlements en-route this hilly and mountainous corridor with residential/commercial structures and other basic utility services are either at up-hill or down-hill sides, wherein the following potential safety risks and impacts are likely due: i. hill cutting, land slides, road excavation, use of vibratory equipment, construction debris handling and disposal etc. during construction. ii. high likelihood of direct exposure to increased construction related traffic and equipment especially at road sections traversing settlement area with limited carriageway/roadway width, and sensitive receptors such as schools, religious place, health centre/hospitals iii. high dust levels from earthworks/hill cutting, high noise and emission level from traffic congestion and idling of vehicles. iv. influx of migrant workers could potentially cause local discomfort or potential conflicts with local people. 228. Mitigation measures:  The ESMP, prepared as part of ESIA includes broad guidelines and considerations required for the preparation of CESMP (guidelines provided in appendices). Management of such impacts will be the responsibility through the contracted construction agency. Prior to starting construction, the contractor will prepare and submit the Contractor ESMP (CESMP) to HPRIDC for review and acceptance prior to commencement of work. The CESMP shall be reviewed, periodically (but not less than every six (6) months), and updated in a timely manner, as required, by the Contractor. The C- ESMP that will include OHS plan, Water and Waste Management Plan, Influx management Plan, Workers camp management plan, CHS Plan, Traffic and road safety management Plan, among others in accordance with the GoI and IFC & WB workers Accommodation guidelines.  Traffic Calming Measures: At the locations with no adequate scope of either Two-lane or Vision berm, the safety for road users are provided by traffic signage and road markings as per IRC: 99-2019. At Hairpin Bends: safety precautions are proposed as per Fig. 5.33 of IRC: 99-2018; listed below: i. Convex mirrors ii. W-Beam Crash Barrier at curve location iii. Triple Chevron sign boards iv. Speed restrictions – Speed limit, No overtaking and Blow horn signage v. Rumble Strip markings At Blind Curves: safety precautions are proposed as per Fig. 5.9 of IRC: 99-2018; listed below: i. Convex mirrors ii. Road Studs along the curve portion iii. Triple Chevron sign boards iv. Speed restrictions – Speed limit, No overtaking and Blow horn signage v. Rumble Strip markings 133 | P a g e Traffic Calming measures at Blind Curves/Hair Pin Bends At School zones, traffic calming measures considered are: a. Informatory signage for School zone ahead on either side of traffic directions. b. Road Markings of Pedestrian crossing at the school entry gates. Informatory signage for indicating the same. c. Rumble strip marking – 2 sets ahead of Pedestrian crossing markings. Informatory signage for the same. Traffic Calming measures at School zones At Built-up locations, traffic calming measures are proposed with due importance to both pedestrian and vehicular movements. 134 | P a g e a. Informatory signage for Built-up ahead. b. Speed limit signage for Vehicular movements in Built-up areas. c. Place Identification signage d. Restriction signage for cautioning the road user to abide Traffic rules. Traffic Calming measures at School zones Infrastructure and services 229. There are any utility services that are existing along the corridor. This includes 5 transformers, 193 electric, telephone and telephone poles, and one high tension transmission crossing the road. The majority of utilities offset from existing centerline is in range of 3-9m from existing, hence will involve utility shifting. At time of preparation of this report, design is revisited to achieve encumbrance free stretches of road. During construction stage, there is likely to be temporary disruption to services. As the communities are the end users of service provided by these utilities, the adoption of a well-planned approach for utility shifting and coordination with utility department is important to ensure minimal disruption to services. 230. During the construction phase, there will also be a demand for electricity, water and health facilities. Specific details on these demands are not currently known, however it is assumed that contractors will use both the electricity grid and generators on site. Taking cognizance of project area is limited with perennial water sources, so project’s additional water demand will stress existing infrastructure and water sources and it is likely to become cause of conflict with community, though during construction phase only. Slope Stability and Landslide 231. Landslide is one of the most significant, unpredictable occurrences in hilly roads, which often leads to road blockages, accidents and even could lead to loss of life at times. The project road has 2 locations, with a cumulative length of 390m, which are prone to erosion and landslides. 135 | P a g e The most notable causes of landslides are due to human interventions like steep hill cutting, de- vegetation, development works along uphill surfaces. 232. Mitigation Measures: This include  Stability of slopes, natural and man-made, is important for a hill road. The majority of road section will involve hill cutting and there is high likelihood of disturbing hill slope, adding to it are other factors like erosion by rainfall and runoff, surcharge etc, which in current road can be minimized by regulating slope cuts along the hill faces. The recommended safe cut slopes, are given in Table 6-12. Table 6-12 : Recommended slope cuts S.No Type of Material Recommended Slope cuts 1 Loose Soil and Vulnerable Geology 2V: 1H 2 Compacted Soil with Slope towards Road 4V: 1H 3 Soft Rock 6V: 1H 4 Hard Rock 8V: 1H  The landslide impact can be further minimized / mitigated through provision of engineering and non-engineering interventions. Some of engineering measures considered for the project road are breast walls along hill side and retaining walls along valley side. Apart from the engineering measures, nature-based solutions/measures (bio-engineering) are considered, though potential location being identified, to mitigate the impacts of erosion and slope stability along the project road.  The landslide impact can be further minimized / mitigated through provision of engineering and non-engineering interventions. Some of engineering measures considered for the project road are breast walls along hill side and retaining walls along valley side. Apart from the engineering measures, nature-based solutions/measures (bio-engineering) also have been proposed at some selected locations to mitigate the impacts of erosion and slope stability along the project road. The details of bio-engineering interventions considered for project road is given in Table 6-13.  Provisions made for the nature-based solutions/measures (bio-engineering) covers areas/locations along the RoW at upstream and downstream of seasonal streams, CD structures, muck/debris disposal sites, areas reclaimed /open areas in RoW, areas of cleared of invasive vegetation’s among others. Table 6-13 : Nature-based solutions/measures (bio-engineering) for slope stability and erosion control for project road S.No Item Unit Quantity 1.1 Construction of hedge brush layer RM 1,500 1.2 Construction of brush layer RM 900 2 Construction of live palisade RM 900 3 Construction of live Fascine RM 900 4.1 Grass slip plantation on slope <45° @ 100 drills/sqm sqm 3000 4.2 Grass slip plantation on slope 45°-60° @ 100 drills/sqm sqm 600 4.3 Grass slip plantation on >60° slope @ 100 drills/sqm sqm 600 4.4 Plantation of large sized stature grass slips at slope of <45° sqm 600 @ 20 slips/sqm 5 Bamboo crib wall cum 1,200 136 | P a g e S.No Item Unit Quantity 6 Tree plantation in plains with tree guard nos 1,000 7.1 Shrub Plantation in plains with tree guard nos 2,500 7.2 Agave plantation in slopes nos 1,500 8.1 Group plantation of shrubs sqm 1,200 8.2 Hedge Plantation (2 plants/RM) RM 900 8.3 Hedge Plantation (4 plants/RM) RM 900 9 Bamboo plantation with Bamboo tree guard nos 600 10 Construction of Gabion cum Under Civil Works 11 Construction of barb wire RM Under Civil Works 12.1 Grass seed sowing<40° sqm 6000 12.2 Grass seed sowing<40° with mulch sqm 5000 12.3 Grass seed sowing on slope 40-45⁰ with mulch and jute sqm 3500 netting 13 Hydroseeding sqm 5000 233. In addition, all vacant and low lying areas within the RoW, is proposed to be filled up using the excess excavated material and the top surfaces of all such filled up areas will be treated with nature-based solutions/measures (bio-engineering). The estimate of such areas within the Row is given in Table 6-13. Table 6-13 : Areas Identified for filling using Nature-based solutions/measures (bio-engineering) Areas within the RoW identified for filling and nature-based Area/Quantity solutions/measures (bio-engineering) - Total area (sqm) identified within the RoW 1,24,730 - Total area along LHS (sqm) 60,077 - Total area along RHS (sqm) 64,653 - Average width within ROW along LHS (m) 4.5 - Average width within ROW along RHS (m) 4.8 Volume of Cut to Spoil in ROW with 1m toe wall - Total Volume of spoil (cum) for filling 2,190 - Total Volume of spoil LHS (cum) for filling 1,118 - Total Volume of spoil RHS (cum) for filling 1,072 - Cumulative Length for fill of spoil along LHS (km) 0.8 - Cumulative Length for fill of spoil along RHS (km) 0.7 Hazardous and non-hazardous wastes 234. The Project will generate both solid non-hazardous and hazardous wastes throughout the construction phase. The anticipated non-hazardous wastes types include excavated material, construction material, Municipal Solid Waste, waste waters. While hazardous waste may include used oil, empty drums or replaced parts of the construction machinery, used battery, chemical for concreting like admixture etc. There are potentially a number of risks to human health and the environment that may be associated with the handling, storage and disposal of waste, both on and off-site. Incorrect handling and storage could result in possible cross contamination of air, soil and water resources; as well as direct and indirect effects on human health. Environmental pollution with organic and non-organic waste generated from project activities may occur due to uncontrolled disposal and inadequate management of waste during road construction and 137 | P a g e operation of the camps for construction workers. Discharge of untreated waste waters can result in pollution to soils, water bodies and have adverse effects on human health, flora and fauna and surface and groundwater. 235. During the complete construction phase, an estimated 104 used batteries are likely to be discarded, which are to be disposed of in accordance with the battery management rule. The estimated generation of hazardous waste during the construction waste is given table 6-14. Table 6-14: Estimated Hazardous waste during Project Construction Phase Tank Grease and Cotton Equipment Type and frequency 6 Quantity No. capacity in other misc waste(0.4 Kg Capacity months in litres litres waste(10 %) per service) Dozer D-50-A15 - 200 Cum/hr 2 15 4 120 12 3.2 Cap. Motor Grader - Engine output 2 15 4 120 12 3.2 above 150 KW Cap. Long arm Hydraulic Excavator 3 15 4 180 18 4.8 - 1.00 Cum Vibratory Roller ( 2 Tandem + 1 Vibro) - Minimum 8-10T 2 12 4 96 9.6 3.2 static Weight Pneumatic Road Roller - 200- 1 10 4 40 4 1.6 300KN Cap. Smooth Wheeled Roller - 8- 2 15 4 120 12 3.2 10T Cap. Tipper - 5.5 Cum Cap. 15 15 4 900 90 24 Water Tanker - 6 KL Cap. 3 15 4 180 18 4.8 Tractor-Trolley - 50HP Cap. 3 10 4 120 12 4.8 Rock Excavator/Ripper - 60 1 12 4 48 4.8 1.6 Cum/hr Cap. Hot Mix Plant (Batch Type) with electronic controls and 1 15 4 60 6 1.6 vibratory screens - Minimum 60 to 90 TPH WMM Mixing Plant - 1 15 4 60 6 1.6 Minimum 60 TPH Stone Crushing Plant - 175- 1 15 4 60 6 1.6 200 TPH Cap. Paver Finisher Hydrostatic with sensor control - 100 TPH 1 15 4 60 6 1.6 Cap. Paver Finisher Mechanical for 1 15 4 60 6 1.6 WMM Work - 100 TPH Cap. Bitumen Pressure Distributor - 1 10 4 40 4 1.6 1750 Sqm/Hr Cap. Power Broom - 1250 Sqm/hr 1 15 4 60 6 1.6 Cap. Loader - 1 Cum Bucket 2 15 4 120 12 3.2 138 | P a g e Tank Grease and Cotton Equipment Type and frequency 6 Quantity No. capacity in other misc waste(0.4 Kg Capacity months in litres litres waste(10 %) per service) Concrete batching and mixing 1 15 4 60 6 1.6 plant - 15 to 20 cum/hr. Cap. Mini smooth wheeled roller - 2 12 4 96 9.6 3.2 3-5T Cap. Air Compressor - 170-250 cfm 3 10 4 120 12 4.8 Cap. Plate Compactor 2 15 4 120 12 3.2 Transit Mixer - 3-4.5 cum per 5 15 4 300 30 8 hr Cap. Cranes 60-80 T – capacities, with telescopic arm of Min 25 1 15 4 60 6 1.6 m length 57 3200 320 91 236. During the construction phase, the generation of municipal solid waste is estimated 50kg per day, as shown in following table which is to be stored and disposed off safely. Table 6-15: Estimated Solid waste Generation during Project Construction Phase Kg per Quantity Category Nos Solid Waste (Peak) Average Lean day Kg Supervision Staff 50 0.25 12 12 6 2 Non local at camp site 155 0.25 38 38 19 7 /Migrant Total Municipal Solid Waste in Kg during 50 50 25 9 Construction phase Organic Waste (40%) 20 In organic Waste (60%) 30 Mitigation Measures: 237. The hazardous waste generated at camp sites is to be collected in steel drums and stored in a segregated roofed area and periodically disposed at approved waste disposal facilitates by HPSPCB. The nearest such facility is located at Baddi Barotiwala Nalagarh Industrial Area (BBN) in the adjoining Solan District. The discarded batteries shall be disposed only through authorized recyclers from HPSPCB. 238. The camp site shall have compost pits for treating organic waste and separate bins for collecting the inorganic waste, which shall be disposed at nearest municipal disposal sites. The nearest such sites are available at Mandi and Ghumarwin. All workforce camps and camp sites shall be access controlled to prevent the entry of stray animals including wildlife for scavenging of waste. 239. Waste management and the minimization of potential impacts during construction will depend on the implementation of appropriate procedures, protocols and monitoring of materials being 139 | P a g e delivered, handled and stored prior to disposal. The CEMP will include a Waste Management Plan prepared in accordance with requirements stipulated in (a) The Batteries (Management & Handling ) Rules, 2001 (b) Municipal Solid Wastes (Management and Handling) Rules, 2000, (c) Hazardous Waste (Management, Handling & Transboundary Movement) Rules, 2016 and (d) Construction and Demolition Waste Management Rules, 2016. Hazard and Vulnerability 240. The vulnerability status of the Bilaspur district as a whole is moderate in terms of landslides, floods, and earthquake. However, the impact due to construction of 13.5km long project road itself does not significantly alter the vulnerability status of the district as a whole. Given site investigation observed and identified potential landslide stretches, the risk due natural calamities like earthquake, landslides and even at times landslide triggered due to road construction work cannot be overlooked. Since, such events would have potential health and safety hazard to personal or work force or labor or community in vicinity and may get stranded at operational sites. 241. Mitigation Measures: This include  In order to ensure the safety of work force at operational sites, as well as safety of the personnel at camp site, an Emergency Response Plan shall be prepared and followed, whenever the situation warrants.  All work force irrespective of levels are to be provided with training to respond in an emergency situation and periodic mock drills will be conducted to ensure the preparedness to respond any emergency situations.  The communities on regular interval shall be informed appropriate information, as well as changes in emergency preparedness and response activities. 6.5 …on land & assets (ESS 5) 242. The data related to likely loss due to improvement of the road has been collected through detailed Census & socio-economic survey. As confirmed from the survey and verification of ROW along with PWD and revenue officials, there is no private land acquisition involved. The project shall impact 23 Non-Titleholders structures. Of the total 23 impacted permanent structure, 9 structures shall experience minor impacts of less than 10%, 8 structures shall experience impact between 10 to 20%. Only 6 structures shall lose anywhere between 20 to 30%. Also, the project shall result in minor impacts on 17 CPRs (temple, bus stop, ATM kiosks, hand pump and government school and compound wall of government building). Cut-off date for this corridor is start date of the census survey i.e.8th September, 2019. Table 6-16 : Likely Impact of the project on structures, CPRs within RoW Impact Category Likely Impact Non-Titleholder – Encroachments - Residential 102 - Commercial 15 - Residential + Commercial 16 - Others (Cattle Sheds, Sheds) 3 - Squatters Nil - Kiosks Nil 140 | P a g e Impact Category Likely Impact Sub-Total 136 Title holders – Land losers Nil Common Property Resources School 1 Religious 1 Bus Stand/Rain Shelter NIL Government Buildings NIL Hand Pump 2 Total 4 Estimated Land Acquisition (Dadhol- Ladrour) Nil Disadvantaged and Vulnerable Households Schedule Caste 5 Schedule Tribe 1 Women headed Household 0 Below Poverty Line 0 Total 6 S.No Type of Structure Total 1 Pucca 123 2 Semi-Pucca 6 3 Kutcha 7 Total 0 136 243. During construction stage, the temporary requirements of land either from government sources or from private parties through lease hold basis to tune of 1.1 Ha is anticipated to establish construction camps, material stack yards, hot mix plants & machinery. These requirements will be fulfilled either through government sources or taking the land on lease from the willing parties.While land requirement is being estimated for disposal of surplus earth from hill cutting. The impact at such location would be localized and temporary nature and these can be reversed through mitigation measures. 244. With the development of the road, avenues for economic activities and opportunities will be created with high likelihood of induced ribbon development or urbanization. Such a scenario though will take time but is likely to stress current land use i.e. predominantly forest along project road, to meet with development demand for commercial or residential usages, which might reduce the forest coverage in the state over time. Mitigation Measures: 245. Impacts on land and assets arising pre-construction stage activities will require be addressing and mitigating through a mix of measures of compensation, assistance and relocation arrangements. For this purpose, a Resettlement Action Plan will be developed that will contain details of such mitigation provisions. The mitigation provisions includes:1) Fixation of compensation at replacement cost will be paid as per the provisions mentioned in RFCTLARR Act 2013 or 141 | P a g e through negotiated settlement; 2) Structure replacement cost will be calculated as per the Basic Schedule of Rate and with depcriciation;3) Each affected family shall be given a one-time "Resettlement Allowance";4) one time rehabilitation grant for reconstruction of affected assets;5) One time subsistence assistance in cash for displaced families;6) one time transportation allowance for shifting the assets for displaced families;7) Training for skill development. This assistance includes cost of training and financial assistance for travel/conveyance and food.;8) one time cash grant as vulnerability allowance; and 9) Reconstruction of community structure and common property resources, will be done in consultation with community;10) compensation for temporary impact. It will also be prepared keeping in view actions proposed under the Stakeholder Engagement Plan. In addition, in cases of impacts on livelihood, rehabilitation through appropriate skill training/financial counselling would be required as well. 246. Additionally, concerns and needs of vulnerable groups will be addressed through a mix of measures that includes additional assistances as part of R&R measures. Besides other location specific measures, as stated in the ESMP, will be devised during the construction stage such as provision of temporary access to facilitate movement, access ramps at bus shelters for the physically challenged etc. 247. The impacts arising due to construction over land use cannot be completely avoided. It can only be minimized by adopting the following measures: i. Waste lands belonging to Government or non-agricultural lands belong to private or community shall be chosen for establishing construction camps material stack yards, hot mix plants & machinery, debris or muck disposal sites. If landfill site or previously used sites are available along the road, the same sites shall be preferred and no new site shall be opened up for all establishment needed during project period. ii. No agricultural land or grazing land or fertile community lands are to be used for project’s establishments. iii. Use of forest area for project’s temporary establishment shall be avoided. If unavoidable, location and area with less canopy density shall be preferred and shall atleast 500m of distance maintained from high density canopy forest areas. Damages to tree or land diversion in forest area shall be compensate and compensatory afforestation of vacant lands/degraded forest are to be made as per the stipulation of the department of forests, GoHP. 6.6 … relating to Bio-diversity & Living Natural Resources (ESS 6) Protected Area As per field investigations and consultations with forest departments, there is no protected forest area along the project road. Impact on Flora 248. The site clearance activities for road construction will involve removal of road side vegetation and felling of trees. The biodiversity studies has indicated that although the entire area is rich in biodiversity, the project corridor is relatively less diverse due to human intervention but is interspersed with invasive species like Ageratum conyzoides, Eupatorium adenophorum, Lantana camara, Parthanium hysterophoros. The ecological investigations have indicated that there are no rare, endangered and threatened species with in the corridor. 249. In view of the environmental/ecological concerns, the removal of invasive species and replantation of suitable local vegetation types will NOT employ any chemicals. 142 | P a g e 250. A total of 3614 has been enumerated existing within existing right of way, of which only 75 trees (2%) needs to be cut for road improvement. As per the current procedure of department of forests, GoHP, tree enumeration has to be conducted jointly with the department of forests after the marking of the center line of the proposed road improvement plan. Thus, the number of trees which will be required to be felled for road construction is not known at this stage. While according the permissions for tree felling, the forest department will stipulate planting of three saplings for every tree cut and maintenance of the same for five years with 70% survival rate. 251. Mitigation Measures: In order to limit the impacts on the flora due to the road construction, the following measures are considered:  Compensatory Plantation is to be taken up either along the project corridor or at places identified by the department of forests, GoHP in order to compensate for the tree felled. At least 3 saplings shall be planted for every tree felled or as per the stipulation of the mentioned in the permission for tree felling provided by the Department of Forest, Government of Himachal Pradesh. With this compensatory plantation measures, the tree cover lost could be regained in 5 to 7 years and thus the impacts could get mitigated.  Only local species, which are less water consuming and approved by the forest department shall be used for plantation. Normally, all such afforestation will be undertaken by the department of forest and maintained for three years as a deposit work. Therefore, cost provision for Compensatory Plantation is included in ESMP Budget.  In order to limit the propagation of invasive species, firstly all such invasive species with in the corridor of impact and/or right of way shall be removed/cleared and replanted with local species. The department of forests, GoHP has framed a procedure for removal of invasive species and replanting of local species.  Normally, all such activities will be undertaken by the department of forest and maintained for three years as a deposit work. Therefore, cost provision for corridor plantation is included in ESMP Budget. Impacts on Fauna 252. There is no National Park or wildlife sanctuary with in 10km from the project corridor. 253. A total of 23 mammalian species that include Rhesus Macaque, Langur, Red Muntjac, Sambar, wild pig, jungle cat, palm civet, Indian civet, golden jackal etc. were recorded. However, none of the species reported in the project area is under Schedule-I category of Indian Wildlife Protection Act-1972. During primary survey, no such endangered species encountered which comes under the Rare and endangered category of IUCN. Though, during local consultations along the project corridor indicate that they frequently face attacks from monkeys near Ladhiyani village. 254. Mitigation Measures would include the following:  The camp sites and work force camps shall be access controlled and well-lit to avoid/prevent entry of wild animals.  The work force shall be oriented not to feed monkeys and to properly collect waste food in dustbins to prevent menace in camp area.  All work force shall be oriented to keep calm and walk away from the scene, in case, wild animals are sighted either during work hours/night time.  Work force shall be strictly instructed not to harm / kill and prohibited hunting of wild animals under any circumstances  The Work force shall be strictly prohibited from entering in to forest areas under any circumstances. 143 | P a g e  The Construction camp and work force camp sites shall not be established in the vicinity/nearby forest areas. At least 500m distance shall be kept from such areas under unavoidable circumstances.  The construction work shall be restricted to day hours only, while working established in the vicinity/nearby forest areas and work shall not be carried out in the late evening hours/night hours /early mornings. 6.7 … on Tribals/Indigenous Population (ESS 7) 255. The corridor does not have any schedule V areas. Though it has one (1) impacted tribal household across the 13.5 km corridor, the household has been living in the project area for the last 40 years, speaks Hindi (the local language) that is spoken by all others in the area. Also, it neither has a identity distinct from others in the area, and nor does it follow any separate customary cultural economic social or political institutions from what is followed by the general population in the area. Hence the household is well mainstreamed into the society and does not meet the characteristics outlined in ESS 77. 256. Mitigation measures: Hence no differential provisions will be required to address the impacts on this households. Impacts on these households shall be treated through the provisions outlined in the Resettlement Action Plan. 6.8 … on impacts on Cultural Heritage (ESS 8) 257. The alignment of the project road does not have any ancient monuments and/or archaeological site (s), protected under the Ancient Monuments and Archaeological Sites and Remains (Amendment and Validation) Act, 2010. Thus, no impacts are foreseen on ancient monuments and archaeological sites due to the construction of road project. 258. The project road has 1 religious structure/shrine, which shall experience minor impact by the proposed road improvement activities. These have been identified through surveys and stakeholder consultations. 259. All fossils, old coins, articles of value of antiquity, structures and other remains or archaeological interest, if any discovered on the site during excavation works shall be the property of the Government and shall be dealt with as per provisions of the relevant legislation. 260. Impacts on religious structures/shrines, will be avoided during construction phase and will be addressed through a Cultural Heritage Management Plan as part of ESMP. The cultural heritage management plan will include:  a chance finds procedure to be established. It is a project-specific procedure which will be followed if previously unknown cultural heritage is encountered during project activities. It will be included in all contracts relating to construction of the project, including excavations, demolition, movement of earth, flooding or other changes in the physical environment.  recognize the need to ensure peoples’ continued access to culturally important sites, as well as the need for confidentiality when revealing information about cultural heritage assets that would compromise or jeopardize their safety or integrity  fair and equitable sharing of benefits from commercial use of cultural resources and provisions for specific types of cultural heritage based on consultations with stakeholders – affected and other interested parties, if any are identified during construction based on chance find procedure 7 characteristics as outlined in ESS 7 – Indigenous Peoples/Sub-Saharan African Historically Underserved Traditional Local Communities 144 | P a g e 261. The project construction will not directly positively or adversely impact any tourism activities of the region. On the contrary, the project road after its completion may contribute to tourism by improved connectivity and reduction in travel time. 262. As a part of design, adequate consideration was given to minimize the impacts on most of the sensitive receptors. However, in unavoidable circumstances, noise barriers has been considered as a mitigation measure at two schools to attenuate the noise levels due to anticipated increase in the traffic after the upgradation of project road. 263. Further, all the noise barriers are to be constructed prior to the road construction work at the respective location of the sensitive receptors. Location specific traffic diversion plans will be implemented during the road construction near these sensitive receptors and all work will be swiftly completed with minimal inconvenience. 145 | P a g e CHAPTER 7 – ENVIRONMENT AND SOCIAL MANAGEMENT PLAN 264. This section provides description of the various environment and social management measures during Pre-construction, Construction & Operation Phases of the project road have been provided in Table 7.1 PRE-CONSTRUCTION ACTIVITIES Pre-Construction Activities by Project Implementation Unit (ESMU) 265. Prior to the Contractor mobilization, the PIU will ensure that an encumbrance free road section is handed over to enable the start of construction. The RoW clearance involves 1) Forest land acquisition, if any existence of forest land 2) Removal of trees. 3) Relocation of private/common property resources 4) Compensation of affected families and 5) Shifting of Utilities. Pre-Construction Activities by Contractor 266. The pre-construction stage involves mobilization of the Contractor, the activities undertaken by the Contractor pertaining to the planning of logistics and site preparation necessary for commencing construction activities. The activities includes; 1) Procurement of construction equipment / machinery such as crushers, hot mix plants, batching plants and other construction equipment and machinery 2) Identification and selection of material sources (quarry and borrow material, water, sand etc.) and debris disposal locations 3) Planning traffic diversions and detours, including arrangements for temporary land acquisition for Construction camps. 4) Preparation of C-ESMP which include, OHS plan, Water and Waste Management Plan, Influx management Plan, Workers camp management plan, CHS Plan, Transport (or road safety) management Plan, Quarry/borrow area management plan, establishment of GRM for labour and Site restoration Plan among others in accordance with the GoI and/or IFC /WB/EBRD workers Accommodation guidelines.. All such plans prepared by contractor will be reviewed and approved by the PMC and HPRIDC, prior to commencement of construction works. CONSTRUCTION STAGE Construction Stage Activities by the Contractor 267. Construction stage activities require careful management to avoid environmental impacts. Activities that trigger the need for environmental measures to be followed include 1) Implementation of site-specific mitigation/management measures suggested 2) Monitoring the quality of environment along the construction sites (as air, noise, water and soil). 268. There are several other environmental issues that have been addressed as part of good engineering practices, the costs for which have been accounted in the engineering costs. They include improvement of major & minor junctions, roadside drainage, provision of additional cross drainage structures or raising the road height in low-lying stretches, provision of bus stops, provision of landslide/erosion prevention measures etc. Operation Stage 269. Monitoring the environmental attributes during the initial years of operation of the road shall be carried out by the PIU (ESMU) Contractor as laid down in the monitoring plan, under the supervision of the Engineer. 146 | P a g e Table 7- 1: Environment and Social Management Plan – Environmental Impacts S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring PRE-CONSTRUCTION ACTIVITIES BY ESMU (ENVIRONMENT AND SOCIAL MANAGEMENT UNIT OF HPSRTP/HPRIDC 1. Construction Package The project road does not require any prior environmental clearances. Only Environment & Social Nodal Environmental including both Road permission for tree felling will be required from department of forests, GoHP. Management Unit Officer under HPSRTP and Bridge (ESMU) for project under the guidance of ESMU shall apply for the tree permissions well in advance and no site clearance Components Road under Superintending or pre-construction activities shall be initiated in stretches, which involve tree HPSRTP/HPRIDC Engineer of felling. HPSRTP/HPRIDC 2. Clearance of private The compensation and removal of private assets within the COI, will be carried ESMU, Revenue Dept, Project Director, structures out in accordance to resettlement policy framework applicable to HPSRTP and as Collaborating Agencies HPRIDC (encroachments and per the Resettlement Action Plan prepared for this specific corridor. As per the squatters) RAP encroachers & squatters will be paid due entitlements (compensation and assistances) and shifted out of COI. Relocation of impacted CPRs shall be carried out as per the RPF provisions. 3. Forest Land No forest identified along the road. ESMU, Revenue Dept, Project Director, Acquisition Collaborating Agencies HPRIDC In event any parcel of land along road is claimed by Forest Department department as forest land during implementation, then to determine ownership, HPRIDC shall carry out joint verification with forest and revenue departments and address in accordance with existing regulations. 4. Relocation of All community utilities and properties i.e., hand pumps, compound walls for ESMU, Revenue Dept, ESMU (Environment Community Utilities school, govt building & temple will be build/relocated before construction starts Collaborating Agencies and Social and Common in the project road. There will be an impact to two hand pumps, one Govt (PHED for water supply, Management Unit) Property Building, one religious place and two compound walls due to project activities. Education Department for schools) HPRIDC will relocated or rebuild all community utilities and properties i.e., hand pumps, compound walls for school, govt building & temple will be build/relocated before construction of road as per provisions listed in the RPF and ESMP The HPRIDC will coordinate with respective user agencies for shifting of utilities 147 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring in a timely manner avoiding disruption to construction schedule. PRE-CONSTRUCTION ACTIVITIES BY CONTRACTOR OR PROJECT MANAGEMENT CONSULTANTS (PMC) 5. Orientation for Contractor is required to be oriented with the requirement of ESMP and ESS Environmental and Nodal Environmental Contractor and requirement of WB. This will include; Social Specialists in and Social officers in submission of C- PMC ESMU, HPRIDC ESMP  Obligations under contract to submit and preparation of Contractor Environmental and Social Management Plan  Regulatory compliance requirements  Grievance redress mechanism for both social and environmental issues  Various plans required under C-ESMP related to Occupations Health & safety, traffic and road safety, community health and safety, hazardous and non-hazardous waste, camp site management, emergency response, blasting, borrow area, muck disposal, restoration etc.  Labour management procedures  Community health & safety aspects at workplace and  Reporting requirements etc. under the project.  Stakeholder Engagement Plan Contractor shall appoint one Environmental Officer, Social-cum-Community Liaison Officer and one Health and Safety Officer, both of whom shall solely be responsible for implementation of all ESMP provisions in close co- ordination/consultation with Environmental and Social Specialist in ESMU, HPRIDC. 6. Joint Field Environmental officer Environment Specialist The Environmental Specialist of PMC and the Contractor will carry out joint Verification and Project Manager of and Resident Engineer field verification to ascertain any possibilities of saving trees, environmental and the Contractor of Project Management community resources, if these activities are to be taken up by the construction Consultant (PMC) Contractor. 7. Crushers, Hot-mix Environmental Environment Specialist All construction plants will be sited sufficiently away from settlements and Plants and Batching officer/health & safety and Resident Engineer agricultural operations or any commercial establishments. Such plants will be Plants Location officer and Project of Project Management located at least 100 m away from forest, water bodies, and sensitive areas like Manager of the Consultant (PMC) hospital, schools, temples and the nearest dwelling preferably in the downwind Contractor 148 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring direction. The Contractor shall submit a detailed layout plan for all such site establishments and approval of Environmental Specialist of PMC shall be necessary prior to the establishment. Site specific protection measures required at such location will be considered to minimise associated environmental and social risk, if the site selection is in rolling terrain. Arrangements to control dust pollution through provision of wind Screens, water sprinklers, and dust extraction systems will have to be provided at pollutant sources in all such sites. For dust suppression, water sprinkling will be done minimum three times a day. Specifications for crushers, hot mix plants and batching plants will comply with the requirements of the relevant emission control legislation. Consent for the Establishment and Operation from HPSPCB shall be obtained by the Contractor before establishment and operation of crushers, hot mix plants and batching plants. A copy of these permissions should be submitted to the PMC and ESMU, HPRIDC. The contractor shall carry out monitoring of these plants as per Monitoring Program in ESMP and will carry out necessary servicing/repair/maintenance to comply with permissible standards for air and noise of GOI and GoHP. 8. Other Construction Environmental Environment Specialist All vehicles, equipment and machinery to be procured for construction will Vehicles, Equipment officer/health & safety and Resident Engineer confirm to the relevant Bureau of India Standard (BIS) norms. The discharge and Machinery officer and Project of Project Management standards promulgated under the Environment Protection Act, 1986 and Motor Manager of the Consultant (PMC) Vehicles Act, (Amendment) 2019 shall be strictly adhered to. Contractor The Contractor shall maintain a record of PUC for all vehicles and machinery used during the contract period which shall be produced EO, ESMU/ PWD’s verification whenever required. The contractor shall maintain record and conduct fitness test of all vehicles and machinery at regular interval of one year and fitness certificated shall be submitted to PMC. Only fit vehicles and machinery shall be deployed during construction. 149 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring All vehicles and machinery used during construction should be we well maintained, efficient vehicles having a lower emission. IDENTIFICATION AND SELECTION OF MATERIAL SOURCES 9. Borrow Areas Environmental Environment Specialist The Contractor shall not open any new borrow area without obtaining officer/health & safety and Resident Engineer Environmental Clearance (EC) from DEIAA as required under EIA notification officer and Project of Project Management 2006 as amended for minor minerals. The PMC approval of contractor’s propose Manager of the Consultant (PMC) borrowing of area shall be after ascertaining EC requirements under statutory Contractor requirement. No borrow area shall be operated in forest and agriculture land, and near to water bodies. If Borrow area land belongs to Govt, then contractor will obtain a prior approval from respective government department/authorities. The Contractor will not start borrowing earth from selected borrow areas until formal agreement is signed between landowner and Contractor, and Borrow Area management and redevelopment plan is submitted and approved by PMC. The operation of borrow area shall strictly adhere to approved borrow area management and redevelopment plan. Planning of haul roads for accessing borrows areas will be undertaken during this stage. No new haulage route to borrow area shall be developed. Preference shall be using of existing village roads wherever available. The contractor to their convenience may decide on using of identified potential borrow areas locations after complying aforementioned requirements. Following are the identified borrow areas locations and contractor may or may not use based on its requirement and ease. Borrow Area Chainage (km) Distance from road Side Land use type 1 10+000 Roadside RHS Govt. Land 2 13+000 Roadside RHS Govt. Land The environmental Specialist of the PMC will inspect every borrow area locations 150 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring prior to approval. The PMC should include the ‘Request for Inspection’ form for approving opening and restoration of borrows area from the environmental angle. 10. Quarry Environmental Environment Specialist The contractor shall carry out ‘assessment of existing quarries’ and identify plans officer/health & safety and Resident Engineer to be prepared to comply with provisions in project’s ESMP, which will be part of officer and Project of Project Management Quarry Management Plan to be submitted for approval of PMC. The PMC should Manager of the Consultant (PMC) include the ‘Request for Inspection’ form for approving opening and closing of Contractor quarry area from the environmental angle. The contractor’s Quarry Management Plan shall include a). Existing Quarry The Contractor’s Environmental Officer due diligence report of existing quarries compliance with existing statutory requirements, identify and measures to offset risk to the project. The various plans to comply with project’s ESMP such as OHS of workers, fugitive dust control during transportation and at stock piling, stockpile management and any other anticipated risks. b). New quarry The Contractor shall not open any new quarry area without obtaining Environmental Clearance (EC) from DEIAA as required under EIA notification 2006 as amended for minor minerals and The Mines and Minerals (Development and Regulation) Act 1957. The contractor will submit the quarry management plan and conditions for approval of quarry site by Mining Department along with details of locations identified for establishing various requisite temporary establishments for quarry and crusher operations. Consent for the Establishment and Operation from HPSPCB shall be obtained by the Contractor before establishment and operation of crushers, DG Set. A copy of these permissions should be submitted to the PMC and ESMU, HPRIDC. The various plans to comply with project’s ESMP such as OHS of workers, 151 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring establishment of workers accommodations, waste management, fugitive dust control during transportation and at stock piling, waste water and sanitary waster from workers camps, storage of fuel, stockpile management and any other anticipated risks will be part of Quarry Management Plan. 11. Arrangement for Environmental Environment Specialist The contractor shall be responsible to arrange 26.7ML of project’s water demand Construction Water officer/health & safety and Resident Engineer in compliance to requisite statutory requirements. In doing so, the contractor shall officer and Project of Project Management assess water source availability and will prepare a project’s water budget and Manager of the Consultant (PMC) management plan for approval of PMC. Contractor To avoid disruption/disturbance and stressing of other water sources like springs and seasonal streams used by the communities, the contractor shall submit list of fixed water sources identified for extracting water and for PMC approval. To meet daily water requirements of water, Contractor shall prepare and implement the approved water management plan in accordance with the Appendix 3. The Contractor will use ground water as a source of construction water and may set up own bore well facility. Creating of new bore well shall be in compliance with the requirements of the State Ground Water Department for the extraction. The contractor shall submit a copy of the permission to PMC and ESMU. The contractor shall construct water harvesting structure along road to meet demand of water during construction. 12. Labour Requirements Environmental Environment Specialist The Contractor preferably will use unskilled labour drawn from local officer/health & safety and Resident Engineer communities to give the maximum benefit to the local community. Contractor to officer and Project of Project Management be guided by the LMP. Manager of the Consultant (PMC) Contractor 13. Arrangements for Environmental Environment Specialist The Contractor as per prevalent rules will carry out negotiations with the Temporary Land officer/health & safety and Resident Engineer landowners for obtaining their consent for temporary use of lands for construction Requirement officer and Project of Project Management camp/ borrow areas/Debris Disposal Area etc. Manager of the Consultant (PMC) Contractor 14. Orientation of PMC ESMU The PMC jointly with ESMU shall identify target audience for capacity building 152 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring Implementing of project key stakeholders on implementation of project’s ESMP. The PMC and Agency and ESMU shall organize orientation sessions and regular training sessions during all Contractors stages of the Project. This shall include on-site training (general as well as in the specific context of a sub-project). These sessions shall involve staffs of ESMU (involved in the implementation of ESMP), PMC and Contractors. CONSTRUCTION STAGE 15. Clearing and Environmental Environment Specialist Vegetation will be removed from the construction zone before commencement of Grubbing officer/health & safety and Resident Engineer construction. All works will be carried out such that the damage or disruption to officer and Project of Project Management flora other than those identified for minimum cutting. Manager of the Consultant (PMC) Only ground cover/shrubs that impinge directly on the permanent works or Contractor necessary temporary works will be removed with prior approval from the Environmental Specialist of PMC. The Contractor, under any circumstances will not cut or damage trees and forest reserves. Trees identified under the project will be cut only after receiving clearance from the Forest Department and after the receipt of ESMU’s written permission in this regard. 16. Stripping, Stocking Environmental Environment Specialist The topsoil from all areas of cutting and all areas to be permanently covered will and Preservation of officer/health & safety and Resident Engineer be stripped off to a specified depth of 150 mm and stored in stockpiles. The Topsoil officer and Project of Project Management contractor will earmark temporarily land area and/or Right of Way for storing Manager of the topsoil. The locations for stock piling will be pre-identified in consultation and Contractor with approval of Environmental Specialist of PMC. The contractor shall take measures to prevent generation of dust from such stockpile areas by covering or retaining soil moisture. In addition to taking erosion preventive measures, stripping activity shall not be planned or scheduled during monsoon period. Such stockpiled topsoil will be utilized for –  To prepare surface for bioengineering measures.  Covering all disturbed areas including borrow areas  Dressing of slopes of road embankment  Agricultural fields of farmers acquired temporarily land. 153 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 17. Construction Camp Environmental Environment Specialist Contractor’s Environmental Officer and Health and Safety Officer in consultation Locations - officer/health & safety and Resident Engineer and with requisite approvals from Gram panchayat and/or private land owners Selection, Design and officer and Project of Project Management shall identify suitable lands, which can be used as material stack yards and work Lay-out Manager of the camp sites for establishing macadam mix plants, hot mix plants and storage of Contractor construction materials by the contractor during construction phase. The contractor submit to PMC the lease agreement with private/community/government owner for setting up campsites at suitable locations along road alignment and shall mandatorily restore to its previous state after completion of road construction works. The contractor shall submit location specific lay-out plan of all temporary establishment with details of facilities proposed for approval of PMC. No temporary establishments shall be operated without consent of PMC. Preferably barren lands or uncultivable lands and those away from human settlements shall be the given preference, while selecting and establishing work camp sites. Also, these shall be at least 500m distance away from forest areas and water bodies. The selected land shall not warrant significant change in land forms or terrain, to make it suitable for establishing work camp sites/store yards. In case, land had been earlier used for establishing work camp site and meets the above requirements, same shall be given preference If private land (s) has been identified, no site clearing operations shall commence without a written lease agreement. The agreement with landowner shall clearly state the lease duration, compensation for the agreed lease period, site restoration plan as desired/required by the landowner and any other condition mutually agreed upon between contractor and landowner. In case agricultural land have been chosen with no alternatives, then topsoil (30-45 cm deep) shall be collected and stored in an access-controlled area and covered with net cloth. Regular sprinkling of water in pressurized fine spray shall be done to prevent blowing away of soil. The contractor shall be responsible to provide any mitigation and management measures to prevent induced impacts from such establishment due to waste water, solid waste, landslide, erosion, clogging of streams, soil and water contamination, spoil dumping etc. Any claims or complaints arising due to contractor actions 154 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring shall be addressed in amicable way at their own cost. Requisite consent to establish and consent to operate shall be obtained from HPSPCB. All stipulated consent conditions by HPSPCB shall be strictly adhered and complied by contractor. The work camp sites shall be access controlled with fixed entry and exit points. The dust levels at the work camps sites is to be controlled through regular sprinkling of water through similar mobile tankers deployed at operational areas for road construction. Bitumen mix plants, Batch mix plants deployed for road construction shall conform to regulatory norms/requirements. The site shall be cleared from all remnants of construction and debris and site restored to its previous state, prior to handing the site to the owner. The work camp sites shall mandatorily have designated paved areas with shades/roof for storage of used oils/lubes in plastic/HDPE drums, prior to their final disposal in HPSPCB approved disposal locations Provision of one mobile toilet of 2-seater capacity (1 men and 1 women with separate entrances) shall be stationed at a suitable place within 100 metres from each operational area. The mobile toilet shall have at least 1000 litres overhead water storage, well always maintained and in usable condition. Bottom tanks shall be regularly cleaned and overhead tank replenished as per requirement. Work force shall be oriented to use mobile toilets and avoid using public toilets and/or nearby open places/parks. Every operational area shall be provided with one mobile drinking water kiosk having a storage of 300 litres and placed at a suitable place within 100 metres from work site. All work force shall be provided with suitable type of accommodation, if required and local labour or can return to their normal places of residence. Pooled transportation facilities as may be required, shall be provided by contractor. If establishing workforce camps become utmost necessary, then same shall be established at least 500m away from the settlement areas and away from bridge sites and or any other water body. The camp site shall be restored to its previous state or as agreed upon with the landowner prior to establishing the workforce 155 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring camp. The workforce camps shall be provided with all basic facilities like water supply, cooking gas facility, sanitation facilities including provision of mobile toilet (of adequate seating capacity for men and women separately) shall be stationed within the workforce camp. The mobile toilet shall be periodically replenished with fresh water for ablution purposes and waste water shall be emptied through suction tankers and carried to the nearest municipal sewage treatment facilities. Alternatively, septic tank cum soak pit arrangements of adequate capacity shall be provided. No waste water from the camp/work force site shall be discharged directly without any treatment in to any surface water channels or drain, which eventually join surface water bodies. The camp sites shall have 4 numbers of septic tank (each 5m Length, 2m Breadth and 1.5 m Clear depth with 0.3 free board) with soak pit arrangement which can serve for work force at peak level as per CPWD specifications. (See appendix 17) 18. Earth / Rock Environmental Environment Specialist The site clearance and/or excavation activities shall be opened up only in excavation and officer/health & safety and Resident Engineer segments of 250m stretch at a time and no new stretches shall be opened up Disposal of officer and Project of Project Management unless the clearance and/or excavation activities in previous stretches been Muck/Construction Manager of the satisfactorily completed and clearance given for the opening of next stretch by Debris Contractor PMC. Prior to undertaking any site clearance and/or excavation activities, particularly hill side cut and excavation activities in any working stretch, the contractor shall mandatorily prepare an excavation plan with site specific measures/plans to comply with project’s ESMP. The contractor through ‘Request for Inspection’ form will submit ‘excavation plan’ to PMC for approval in advance before opening of new work zone i.e. 250m for approval of PMC. The excavation plan shall detail estimated volume of material to be cut or excavated, details of approved disposal sites, arrangements made for transport of excavated material to the approved disposal sites, dust suppression measures at excavation site and along transportation routes, method of stacking and/or handling the excavated material at the disposal site, health and safety measures, road safety and traffic 156 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring management, slope stability and erosion and emergency response etc. The contractor’s handling and management of surplus unusable excavation material shall be through a Muck Disposal Plan. The site specific Muck Disposal Plans so prepared shall be reviewed and approved by PMC and shall be mandatory for opening and commencement of excavation or hill side cutting at new work zone or stretch. The site-specific Muck Disposal Plan will contain Agreement with land owner If muck disposal site is in forest land, the contractor with assistance of HPRIDC shall obtain permission/clearance for any damage to forest land. On a contour map record land area, boundary limits, existing and surrounding environmental settings, but not limited to topography, drainage, water bodies, settlements, trees, haul road etc. and identify likely environmental risk and safety hazards. The details of mitigation measures shall include both engineering (toe wall, gabion wall) and non-engineering measures (benching, bio-engineering). Restoration plan of the muck disposal site The construction debris from all operational areas shall be regularly scavenged and disposed off at disposal sites identified under the project or those approved by District administration. Prior to debris collection, a fine spray of water shall be sprinkled with pressurized fine spray to contain/limit dust levels at source. Following are the locations identified for disposal of debris during excavation or demolition process. Following are the locations identified for disposal debris during excavation or demolition process. S. No. Chainage (Km) Type of Land Capacity (m3) 1 0+900 (RHS) Govt Land 14,000 (L=70m; W=40m; H=5m) 2 3+350 (RHS) Private Land 2200 (L=30m; W=15m; H=5m) 157 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 3 4+950 (RHS) Govt Land 4500 (L=30m; W=30m; H=5m) 4 5+650 (RHS) Govt Land 1500 (L=30m; W=25m; H=2m) 5 5+900 (RHS) Govt. Land (PWD) 1200 (L=40m; W=10m; H=3m) Govt Land (Revenue 6 10+700 (RHS) 38500 (L=110m; W=50m; H=7m) department) 7 13+100 (RHS) Govt. Land (PWD) 4200 (L=40m; W=15m; H=7m) Prior to disposal, the contractor based on soil testing shall screened for recovery of good soil, which can be used in the construction of sub grade, shoulders, back filling of retaining/breast/toe walls and rock boulders for gabions and or noise barrier masonry walls. The use of excavated material in the project is agreement with technical specification and standards prescribed for the project and approval by the PMC. The noise levels during excavation shall be reduced by providing silencers and through deployment of well- maintained and relatively newer machinery. All excavation activities shall be undertaken during day time and at normal work pace. 19. Accessibility Environmental Environment Specialist The Contractor will provide safe and convenient passage for vehicles, pedestrians officer/health & safety and Resident Engineer and livestock to and from roadsides and property accesses connecting the project officer and Project of Project Management road, providing temporary connecting road. Manager of the The Contractor will also ensure that the existing accesses will not be undertaken Contractor without providing adequate provisions. After completion of the work damaged accesses will be restored by the Contractor. 20. Planning for Traffic Environmental Environment Specialist Temporary diversions will be constructed with the approval of the Resident Diversions and officer/health & safety and Resident Engineer Engineer and Environmental Specialist of PMC. Detailed Traffic Control Plans Detours officer and Project of Project Management will be prepared by the Contractor and submitted to Environmental Specialist and Manager of the Resident Engineer of PMC for approval seven days prior to commencement of 158 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring works on any section of road. The traffic control plans shall contain details of Contractor temporary diversions, traffic safety arrangements for construction under traffic, details of traffic arrangement after cessation of work each day, safety measures for night-time traffic and precaution for transportation of hazardous materials and arrangement of flagmen. 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 PMC and ESMU. 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). PROCUREMENT OF CONSTRUCTION MATERIAL 21. Earth from Borrow Environmental Environment Specialist The location, shape and size of the designated borrow areas will be as approved Areas for officer/health & safety and Resident Engineer by the Environmental Specialist of PMC and operated in accordance to the IRC Construction officer and Project of Project Management recommended practice for borrow pits for road embankments (IRC 10: 1961). Manager of the The borrowing operations will be carried out as specified in the guidelines Contractor (appendix 1) for siting and operation of borrow areas. If unpaved surfaces used for the haulage of borrow materials, passing through the settlement areas or habitations, will be maintained dust free by the Contractor. Sprinkling of water will be carried out twice a day to control dust along such roads during their period of use. During dry seasons (winter and summer) frequency of water sprinkling will be increased in the settlement areas and Environmental Specialist of PMC will decide frequency of sprinkling depending on the local requirements. Contractor will rehabilitate the borrow areas as soon as borrowing of soil is over from a borrow area in accordance with the approved borrow area management and Redevelopment Plan. 22. Quarry Operations Environmental Environment Specialist The Contractor shall obtain materials for quarries only after consent of the 159 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring Crushers Department of Mining and District Administration. In view of the special officer/health & safety and Resident Engineer situation of excavation of the hill ward side, Contractor will get an opportunity to officer and Project of Project Management use the same material for road construction. Manager of the Contractor For the project one quarry has already been identified and is located 15 Km away from Dadhol, which is the beginning of the project road. The Contractor will develop a Comprehensive Quarry Redevelopment plan, as per the HP Mineral Policy 2013/guidelines as provided in appendix-4 and submit a copy to ESMU and PMC prior to opening of the quarry site. The quarry operations will be undertaken within the rules and regulations in force. The establishment of crusher will be done as per the existing guidelines (HP Mineral Policy 2013) for setting up of stone crushing units in Himachal Pradesh. 23. Blasting Environmental Environment Specialist Except authorized by the Engineer, the Contractor will not use explosives. Where officer/health & safety and Resident Engineer the use of explosives is so provided or ordered or authorized, the Contractor will officer and Project of Project Management comply with the requirements of the following Sub-Clauses of MoRTH 302 Manager of the besides the law of the land as applicable. Contractor The Contractor will always take every possible precaution and will comply with appropriate laws and regulations relating to the importation, handling, transportation, storage and use of explosives. The contractor will always when engaged in blasting operations, post enough warning flagmen, to the full satisfaction of the Engineer. The Contractor will always make full liaison with and inform well in advance and obtain such permission as is required from all Government Authorities, public bodies and private parties whomsoever concerned or affected or likely to be concerned or affected by blasting operations. Blasting will be carried out only with permission of the Engineer. All the statutory laws, regulations, rules etc., pertaining to acquisition, transport, storage, handling and use of explosives will be strictly followed. Blasting will be carried out during fixed hours (preferably during mid-day) or as permitted by the Engineer. The timing should be made known to all the people within1000m (200m for pre-splitting) from the blasting site in all directions 160 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 24. Transporting Environmental Environment Specialist Contractor will maintain all roads (existing or built for the project), which are Construction officer/health & safety and Resident Engineer used for transporting construction materials, equipment and machineries as Materials and Haul officer and Project of Project Management précised. All vehicles delivering fine materials to the site will be covered with Road Management Manager of the tarpaulin to avoid spillage of materials. Contractor All existing roads used by vehicles of the Contractor or any of his subcontractor or suppliers of materials and similarly roads, which are part of the works, will be kept clear of all dust/mud 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. If a community/village road is to be used as a haulage road then drivers and other involved workers will be sensitized by imparting a training (quarterly) about “How to deal with community”. Community will be consulted by Contractor to fix the timings of road usages and should be avoided at peak hours. 25. Water requirement of Environmental Environment Specialist The contractor shall not over depend on any one single source and shall identify project officer/health & safety and Resident Engineer multiple sources (at least more than one), to avoid conflict of interest between officer and Project of Project Management pre-existing users of water sources and the contractor. Water requirements of Manager of the project are to be met from only existing tube/dug wells, with prior approval of Contractor EMU. Contractor shall have more than one source to avoid over dependence on single source and affect pre-existing users. Project area and entire Bilaspur district is not categorized as over exploited area and therefore contractor can even construct new tube wells specially for the water requirements of the project, if required. Water for construction should not be sourced from any waterbody/source used for drinking purpose, but can be taken from waterbodies, which are neither used for drinking water or domestic purposes. However, before abstracting the water the contractor has to obtain written permission from the panchayat/letter and are from the irrigation and public health department. The Contractor shall consider development of new surface water bodies at suitable places in the vicinity of the project road and or renovation of existing surface water bodies with prior permission of the village panchayat for harvesting of water during rainy season. This water can be used for construction purpose and on completion of the construction the same can be handed over to the community for maintenance and 161 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring use. During the pre-Construction stage the contractor should preferably identify local depressions along the alignment in consultation with the local panchayat to be developed as water storage areas. The CMU can enter into an agreement with the panchayat for development of this water body and using the water stored on it for construction purpose. The Contractor should identify suitable water sources for meeting the construction water demand including the construction of dedicated tube wells and take prior permissions for sourcing of water from competent authorities like IPH and other local bodies. Overall, as there are no major and perennial surface water bodies along and/or in the vicinity of the project road, the project road construction cannot completely depend on surface water bodies and may have to largely depend on ground water sources. Construction water would not be sourced from any tube wells, without prior permission of the owners or the authorities or local bodies. The permission of IPH shall be obtained in case new tube wells are to be constructed; Adopt use of plasticizers/super plasticizers in concrete production to reduce water consumption. The road construction by itself does not involve any operations, which lead to generation of effluents/emissions that may directly or indirectly impact either surface and/or ground water resources. All other off-site operational areas like camp site, work force camp sites, which are likely to have potential for pollution, are to be provided with on-site mobile sanitary facilities, the effluents/waste discharges of which will be transported to nearest sewage treatment plants through mobile tankers. Alternatively, the camp site and work force camp sites shall be provided with septic tank with soak pit arrangement of adequate capacity. The oil/lube storage will be under roofed areas with impermeable cement concrete surfaces. Thus, the project operations will not have any significant scope for soil or surface and/or ground water contamination. Thus, road construction project will not impact ground water sources. The water usage pattern within the construction camps can be minimized by adopting following best practices:  Use buckets for washing purposes instead of using running water;  Use of auto shut off taps (without sensors) in labour accommodation; 162 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring  Install water meters with main supply pipes/water tanks/bore well to assess quantity of consumed water.  Create awareness among the camp site, work force camp sites at all levels. 26. Vulnerability aspects Environmental Environment Specialist The overall vulnerability of Bilaspur district including the project road is at all Construction officer/health & safety and Resident Engineer categorized as moderate. In order to ensure safety of work force during any kind and Operation sites officer and Project of Project Management of natural calamity (vulnerable situation) like earthquake, landslide, flood, wind, Manager of the an emergency response plan must be prepared by contractor, which shall be duly Contractor approved by CMU. All work force irrespective of levels, are to be provided with training to respond in an emergency and periodic mock drill will be conducted to ensure the preparedness to respond any emergency situations. 27. First Aid Facilities Environmental Environment Specialist All labour shall be provided with safety instructions daily, depending upon the and Documenting officer/health & safety and Resident Engineer work, for which they are likely to be deployed for the day/shift. Labour shall be Safety at all officer and Project of Project Management provided with PPEs at no cost and ensure that same is always being used by work Construction and Manager of the force, while at work. In case of the damaged or lost PPEs, same shall be replaced Operation sites Contractor without any cost to labour. Labour shall be instructed to report, irrespective of small or major or fatal injury to the supervisory staff and all such incidents shall be documented, and ensure such incidents are not repeated by taking adequate precautions. All Supervisory staff shall be provided with mobile phones for better communication across all operational areas, in case of emergency or otherwise All labour shall be instructed to report, irrespective of small or major or fatal injury to the supervisory staff and all such incidents shall be documented, and ensure such incidents are not repeated by taking adequate precautions. All Supervisory staff shall be provided with mobile phones for better communication across all operational areas, in case of emergency or otherwise The contractor shall make available a standby vehicle for emergency purpose for transportation in case of accident with serious injuries at site. Any accident with fatalities shall be reported promptly to PMC and HPRIDC and will take measures to compensate the affected person in accordance with existing regulation. First aid facilities and free emergency care shall be provided to all workforce, 163 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring irrespective of their rank/level and no cost shall be recovered from them on this account. The contractor shall deploy a medical practitioner at camp site for project duration to attend to health issues/first aids and shall conduct regular health check-up of all staffs and workers employed in project. Further, no wages shall be cut for period of absence as a result of injury – The contractor shall mandatorily have Contractor All Risk (CAR) policy to cover workers of main contractor and as well as all sub-contractors and third party. All work site shall have first aid kits and details of major/nearby hospitals displayed prominently in local language, in case of emergency and/fatalities to work force and/or public, as a consequence of operations. The supervisory staff shall be provided with wireless communication system (mobile telephones for better communication at operational area and also with other operational area within same substation area, in case of emergency or otherwise. For supervision staff, contractor shall provide rented residential accommodation with water, sanitation and allied facilities for comfortable stay. The project will provide employment opportunities to both skilled and unskilled largely to the local people and also urban poor. All work force sourced from local areas can be expected to return to their places of residence after work shift hours. Pooled transportation facilities wherever required shall be provided to workforce as a welfare measure. CONSTRUCTION WORK 28. Floods, drainage Environmental Environment Specialist Provision of enough cross-drainage structures with adequate capacities will including storm water officer/health & safety and Resident Engineer reduce both the chances as well as impacts of floods. In case of seasonal streams management at officer and Project of Project Management along project road, ensure construction of check dams on the upstream side of Operational areas Manager of the seasonal streams and channelized the water on the downstream side with Contractor protection measures to control erosion of soil, which in turn reduce floods on downstream areas. The Contractor shall ensure that no construction materials like earth, stone, or are disposed off in a manner that can block the flow of drainage in and around the operational areas. Ensure that no site clearance soil/debris are dumped into the drain prior to commencement of road construction operations and the drain is to 164 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring be periodically checked and cleaned throughout the construction phase for deposition of construction debris during construction phase and follow it up with final clean up just prior to opening of the road for traffic and handing over of road. Also, it needs to be ensured that no water logging occurs along road construction operational area during rainy days/ season and in turn affect the adjacent landowners. In case of excess water logging, the same shall be emptied using dewatering pump or any other means as may be required, to ensure adjacent landowners are not unduly affected. The contractor while providing outfall of cross drainage structure shall avoid discharging to private land or agriculture land. POLLUTION PREVENTION 29. Water Pollution Environmental Environment Specialist The Contractor shall provide oil interceptor and take pre-cautionary measures to officer/health & safety and Resident Engineer ensure that no water pollution occurs through surface runoff from construction officer and Project of Project Management vehicle parking areas, fuel/lubricants storage sites, vehicle, and Manager of the machinery/equipment maintenance sites. Contractor Contractor shall ensure that all vehicle/machinery and equipment maintenance and refueling shall be carried out in such a manner that spillage of fuel and lubricants do not contaminate soil and groundwater. Areas used for handling of fuel and lubricants, wherever applicable shall be impermeable surfaces and under roof to prevent groundwater and soil contamination in the event of accidental spills. All other off-site operational areas like camp site, work force camp sites, which are likely to have potential for pollution, are to be provided with on-site mobile sanitary facilities, the effluents/waste discharges of which will be transported to nearest sewage treatment plants through mobile tankers. Alternatively, the camp site and work force camp sites shall be provided with septic tank with soak pit arrangement of adequate capacity. 30. Air Pollution Environmental Environment Specialist The Contractor will take every precaution to reduce the level of dust from officer/health & safety and Resident Engineer construction plants, construction sites involving earthwork by sprinkling of water, officer and Project of Project Management encapsulation of dust source. Manager of the 165 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring The Contractor will procure the construction plants and machinery, which will Contractor conform to the pollution control norms specified by the MoEF&CC/CPCB/HPSPCB. The concentration of PM10 matter at 40m from a construction plant should be less than 100 µg/m3. The contractor shall conduct environmental monitoring as per frequency in the monitoring plan in ESMP. All tipper trucks, carrying construction debris shall be covered with net cloth and wetted prior to dispatch of every trip, to prevent en-route spills as well as airborne dust during transit. Tipper trucks shall not be overloaded beyond designated capacities and will be provided with tail board, to avoid en-route spills. The dust levels during collection and loading operations of construction debris shall be controlled through periodical sprinkling of water through mobile water tankers of adequate capacity fitted with pressurized fine spray with hose reels and stationed at excavation areas. 31. Emission from Environmental Environment Specialist Contractor will ensure that all vehicles, equipment and machinery used for Construction officer/health & safety and Resident Engineer construction are regularly maintained and confirm that pollution emission levels Vehicles, Equipment officer and Project of Project Management comply with the relevant requirements of CPCB and/ Motor Vehicles Rules. and Machineries Manager of the The Contractor will submit PUC certificates for all vehicles/ equipment/ Contractor machinery used for the Project. Environmental monitoring of all plants for emission shall be conducted in frequency mentioned in Environmental Monitoring Plan. 32. Noise Pollution: Environmental Environment Specialist The Contractor will confirm the following: Noise from Vehicles, officer/health & safety and Resident Engineer Plants and Equipment All Construction plants and equipment used in construction shall strictly conform officer and Project of Project Management Construction of Noise to the MoEF/CPCB noise standards. All vehicles and equipment used in Manager of the barriers at selected construction will be fitted with exhaust silencers. Servicing of all construction Contractor sensitive Receptors vehicles and machinery will be done regularly and during routine servicing (Schools and operations, the effectiveness of exhaust silencers will be checked and if found Hospitals) defective will be replaced. 166 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring The equipment available in the market should be procured, if the Contractor plans to purchase new equipment. For the old equipment, necessary or possible alterations must be carried out to reduce the noise levels to the possible extent. Maintenance of vehicles, equipment and machinery shall be regular and up to the satisfaction of the Environmental Specialist of PMC to keep noise levels at the minimum. At the construction sites within 150 m of the nearest habitation, noisy construction work such as crushing, operation of DG sets, use of high noise generation equipment will be stopped during the night-time between 10.00 pm to 6.00 am. Noise barrier and structures, which are to be reconstructed as part of vacating the encroached RoW shall be completed prior to the road construction work at the respective location of the sensitive receptor. The details of the locations, where mitigation measures are provided near sensitive receptors is given in below table. Chainage Sensitive Specific Measures Reference drawing Location 1+130 Govt High Provision of Noise barrier (RHS); Drawing no; Km School Masonry boundary wall (of 60m length and 3m HP/DAD-LAD/NB- Gahar height) over the edge of the road & 20 nos tree 01 plantation along the wall. (Appendix-15) Provision of two pits (having configuration of 2m X 4m X 1.2m) for disposal of solid and liquid wastes within School. 4+520 Govt Provision of Noise barrier (RHS); Drawing no; Km Primary Masonry boundary wall (of 30m length and 3m HP/DAD-LAD/NB- School height) & 20 nos tree plantation along the wall 01 167 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring and access road. (Appendix-15) 6+470 Govt Provision of Noise barrier (RHS); Drawing no; Km Primary Masonry boundary wall (of 60m length and 3m HP/DAD-LAD/NB- School, height) over the edge of the road & 30 nos tree 01 Bharari plantation along the wall. (Appendix-15) Provision of two pits (having configuration of 2m X 4m X 1.2m) for disposal of solid and liquid wastes within School. 6+640 Govt Provision of Noise barrier at Hospital at Bharari Drawing no; Km Hospital, (RHS); HP/DAD-LAD/NB- Bharari Masonry wall boundary 40-meter long and 3- 01 meter height. (Appendix-15) 15 nos trees plantation along the wall and access road. Ensure no conflicting situation develop/occur with the concerned school authorities as well as local people during the entire road construction phase through a responsive grievance redressal mechanism and conflict management initiatives. 33. Waste Management Environmental Environment Specialist The Contractor’s ESMP will include a Waste Management Plan for Hazardous officer/health & safety and Resident Engineer and Non-Hazardous waste prepared in accordance with requirements stipulated in officer and Project of Project Management (a) The Batteries (Management & Handling ) Rules, 2001 (b) Municipal Solid Manager of the Wastes (Management and Handling) Rules, 2000, (c )Hazardous Waste Contractor (Management, Handling & Transboundary Movement) Rules, 2016 and (d) Construction and Demolition Waste Management Rules, 2016. The waste management plan shall be submitted for approval of PMC. The camp site shall have compost pits for treating organic waste and separate bins for collecting the inorganic waste, which shall be disposed at nearest municipal 168 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring disposal sites. The nearest such sites are available at Mandi and Ghumarwin. The contractor shall collect and store hazardous waste generated at camp sites in steel drums and stored in a segregated roofed area and periodically disposed at approved waste disposal facilitates by HPSPCB. The nearest such facility is located at Baddi Barotiwala Nalagarh Industrial Area (BBN) in the adjoining Solan District. The contractor shall also identify HPSPCB authorised recycling agency for handling use oil. The discarded batteries shall be disposed only through authorized recyclers from HPSPCB. SAFETY 34. Occupational Health Environmental Environment Specialist The Contractor will comply with all the precautions as required for ensuring the and Safety of officer/health & safety and Resident Engineer safety of the workmen as per the International Labour Organization (ILO). Labours officer and Project of Project Management The Contractor will make sure that during the construction work all relevant Manager of the provisions of Building and other Construction Workers (regulation of Contractor Employment and Conditions of Services) Act, 1996 are adhered to. The Contractor will comply with all regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. All workforce deployed shall be governed by labour management procedures under HPSRTP and Himachal Building and Other Construction Workers (Regulation of Employment and Conditions of Service) Act, with regards to safety and welfare measures (including equal wages for men and women) for workers employed at building and other construction sites. 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 ready made paint. 169 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 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 PMC and ESMU. To promote and encourage a Safety culture, senior most engineers in Contractors and consultants’ teams shall wear helmets and safety jackets The contractor shall provide to all work force deployed at work sites Protective footwear, protective goggles and nose masks to the workers employed in asphalt works, concrete works, crusher etc. Welder’s protective eye-shields to workers who are engaged in welding works Earplugs to workers exposed to loud noise, and workers working in crushing or compaction 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 PMC rapped. It shall be made mandatory to wear them at work site. The PPEs shall be provided at no cost to workforce and shall be replaced once in three months. Any damaged/lost PPEs shall be replaced with no cost to workforce. Visitors/officials to work sites are to be provided with PPEs (hard hats and safety shoes) and shall be briefed ongoing operations on that specific time and related safety requirement at work site including safe distances to keep during the site visit. Work force shall be subjected only to standard work shifts/hours. Overtime allowances, if applicable/warranted shall be paid with ceiling limits. Working beyond such ceiling limits shall be discouraged, even if, so desired workforce or contractor. 35. Workers Orientation Environmental Environment Specialist All work force of the Contractor shall be subjected to an orientation program, and Sensitization officer/health & safety and Resident Engineer which familiarize them with work requirements, safety practices at work, safe Training officer and Project of Project Management distances to keep from earth moving equipment, first aid facilities, emergency Manager of the response, on-site sanitation facilities and practices to be adopted, rights and Contractor privileges of workforce among others. 170 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring Orientation shall also include concern for safety of public around operational areas as well, first aid facilities, emergency care and response shall be provided to all workforce. 36. Traffic and Safety Environmental Environment Specialist Ensure, traffic diversions are in place, to minimize the inconvenience to the officer/health & safety and Resident Engineer existing road users during the road construction phase. Wherever required, officer and Project of Project Management adequate number of uniformed traffic wardens with reflective batons shall the Manager of the deployed to manage the traffic for the entire construction phase. Contractor Road construction schedule near sensitive receptors like schools and hospitals shall be informed to the concerned authorities well in advance. All works near sensitive receptors shall be adequately well planned and works shall be completed in shortest possible time, with minimal inconvenience to users of sensitive receptors locations. If warranted, steel barricades shall be used to minimize the inconvenience to the road users as well as occupants of the sensitive receptors. Adequate traffic diversions near sensitive receptors shall be planned with adequate number of uniformed traffic wardens with reflective batons shall the deployed to manage the traffic, to ensure safety and minimal inconvenience to users of sensitive receptors location., Environmental measures such as construction of noise barriers etc shall be constructed for the identified sensitive receptors, well in advance of commencement of road construction works. Dust suppression measures like regular sprinkling of water shall be carried out with more precaution near sensitive receptors to ensure dust levels kept to minimum. The construction debris and spills cleared of all construction debris daily near sensitive receptors. While undertaking, road construction works near the natural water bodies and/or water sources along the project road, steel barricades shall be used to completely avoid trespassing of the construction labour and to avoid/prevent spills of the construction waste (solid or liquid) into the water body. Extreme care shall be taken to ensure that no damage occurs to such natural water bodies and/or water sources along the project road due to the road construction works. All work forces shall be specifically oriented to strictly follow these 171 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring instructions. 37. Informatory Signs Health & safety officer Environment Specialist The Contractor will provide, erect and maintain Informatory /safety signs, and Hoardings and Project Manager of and Resident Engineer hoardings written in English and local language (Hindi), wherever required or as the Contractor of Project Management suggested by the Environmental Specialist of PMC. After construction Information boards shall be erected for the tourism enhancement. These boards should be of international standards. 38. Risk from Electrical Environmental Environment Specialist The Contractor will take all required precautions to prevent danger from electrical Equipment(s) officer/health & safety and Resident Engineer equipment and ensure that - officer and Project of Project Management No material will be so stacked or placed as to cause danger or inconvenience to Manager of the any person or the public. Contractor All necessary fencing and lights will be provided to protect the public in construction zones. All machines to be used in the construction will conform to the relevant Indian Standards (IS) codes, will be free from patent defect, will be kept in good working order, will be regularly inspected and properly maintained as per IS provision and to the satisfaction of the Environmental Specialist of PMC. CONSTRUCTION STAGE SOCIAL IMPACTS 39. Loss of land due to RAP Implementation ESMU Assessment of loss -Joint survey with revenue department and others if required land-slides resulting agency, Revenue and (horticulture etc) on a case by case basis and due payment of compensation to from hill cutting ESMU, HPRIDC land owner as per RPF provisions (in terms of rate determined and valuation activities done) 40. Cracks in structures RAP Implementation ESMU Advance notice to community on road construction activity. The notice will be or damage due to agency Revenue and served through posters and leaflet. Estimation of loss case by case basis. construction works ESMU, HPRIDC e.g.hill cutting Process to be followed shall involve: activities If the structure is partially damaged and after assessment if found unviable for habitation which leads to full demolition of structure, If the structure is partially 172 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring damaged and viable. Compensation to structure owner as per RPF provisions if full structure is damaged case by case basis. Estimation will be done as per latest BSR without deprecation. Labor charges etc should be top up for arising the damaged cost. The same amount may be paid to the affected person or the project authority will arrange and pay the agency for rectification of the structure to the satisfaction of the affected person. Each individual case should be documented with photograph etc. 41. Disruption to services ESMU, HPRIDC and Project Management Advance 7 days notice trough poster and leaflet to the community of disruptions such as water supply, Contractor Consultant and alternate arrangements. power supply Restore the services within 10 days of effect. Provide alternative source of supply 42. Disruption to access ESMU, HPRIDC and Project Management 7days’ advance notice through poster and leaflet before start of work. from houses and Contractor Consultant shops to roads; Provide alternative access before disruption Restore permanent access as in where in basis 43. Differential impacts RAP Implementation Project Management 7 days’ advance notice through poster and leaflet before start of work. on vulnerable and Agency, ESMU, Consultant disadvantaged Impacted disadvantaged population will be treated case by case basis by provision HPRIDC population of temporary access and other assistance as identified 44. Dust emissions ESMU, HPRIDC and Project Management Advance notice to farmers during construction Contractor Consultant leading to impacts on Precautionary measures like water sprinkling during construction at crops and trees predetermined frequency. Regular monitoring through Health and Safety officer Regular verbal and discussions based communication with the community 45. Likelihood of RAP Implementation Project Management Adequate road signage/road marking/rumble strip/glow sign board to be provided. increased accidents Agency, Consultant due to road widening Road safety educations. ESMU, HPRIDC and 173 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring (including at social Regular consultation with school children and sensitizatioin Contractor sensitive locations Community level consultations such as schools, hospitals); Prior intimation in school and communities living in the vicinity for safety measures. 46. Possibility of gender- To address this the Project has prepared a GBV risk mitigation plan. It shall ESMU, HPRIDC and Project Management based violence comprise Contractor Consultant arising from influx of Code of Conduct for signing by project workers migrant labor– a  Integrate GBV into existing IEC strategy/materials, GRM, safety talks, tool common practice in box meeting and regular trainings. Himachal Pradesh;  community consultation and identification of GBV focal points within the and community.  Training of labours on occupational health and safety issues.  Mapping of Service Providers for GBV prevention and Response  Identify Hot Spots for GBV within the project include construction work and labour camps alongside local communities, schools, vocational training centers, liquor shops and, migrant labourers residing in rented accommodations within the villages.  These areas need to be clearly identified and closely monitored throughout the project cycle. 47. Labour Influx from ESMU, HPRIDC and Project Management Prepare and Implement Labour Influx management Plan by Contractor – that shall outside the district Contractor Consultant be prepared prior to commencement of civil works Educate Labour supplier contractor in all labour laws, behavioural change communication in labour management through IEC process as part of LMP 48. Likelihood of spread ESMU, HPRIDC and Project Management Coordinate with State AIDS control society to collect dissemination material. of HIV/AIDS among Contractor Consultant construction workers Training to migrant labour and community and road side community. Making available condoms etc at vending machines at convenient locations Community based meetings, consultations in camp, distribution of leaf let, IEC communication, posters, banners, 174 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring Programme convergence with State AIDs control society. installation of Condom vending machines at Labour camp BIO-DIVERSITY MANAGEMENT 49. Bio-diversity Environmental officer Environment In order to limit the impacts on the flora due to the road construction, the Management and Project Manager of Specialist, following measures are considered: the Contractor Bioengineering Expert Compensatory Plantation, in lieu of trees felled (at least 3 saplings for every tree and Resident Engineer cut with 90% survival rate with three years maintenance) is to be taken up either of Project Management along the project corridor or at places identified by the department of forests, GoHP in order to compensate for the tree felled. With this compensatory plantation measures, the tree cover lost could be regained in 5 to 7 years and thus the impacts could get mitigated. Only local species, which are less water consuming and approved by the forest department shall be used for plantation. Normally, all such afforestation will be undertaken by the department of forest and maintained for three years as a deposit work. Therefore, cost provision for Compensatory Plantation is included in ESMP Budget. In order to limit the propagation of invasive species, firstly all such invasive species within the corridor of impact and/or right of way shall be removed/cleared and replanted with local species. The department of forests, GoHP has framed a procedure for removal of invasive species and replanting of local species. The same is given in Annexure -9 of ESIA report. Normally, all such activities will be undertaken by the department of forest and maintained for three years as a deposit work. Therefore, cost provision for corridor plantation is included in ESMP Budget. As part of the project design, 0.3 Ha of land has been identified within the RoW, which will be used for avenue plantation and/or landscaping to improve the aesthetics of road corridor. In order to limit the impacts on the fauna due to the road construction, the following measures are considered:  The camp sites and work force camps shall be access controlled and well-lit to avoid/prevent entry of stray or wild animals.  No pet animals shall be allowed to be raised / kept within the camp sites or work sites, which in turn may attract the wild animals like leopard.  The work force shall be oriented not to feed monkeys 175 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring  All work force shall be oriented to keep calm and walk away from the scene, in case, wild animals are sighted either during work hours/night- time.  Work force shall be strictly instructed not to harm / kill wild animals under any circumstances  Work force shall be strictly prohibited like hunting of wild animals like wild boar etc., either for consumption or for pleasure.  The Work force shall be strictly prohibited from entering into forest areas or private lands under any circumstances.  The Construction camp and work force camp sites shall not be established in the vicinity/nearby forest areas. Atleast 500m distance shall be kept from such areas under unavoidable circumstances.  The construction work shall be restricted to day hours only and work shall not be carried out in the late evening hours/night hours /early mornings. 50. Ancient and Environmental officer Environment Specialist Project road corridor does not have any Ancient and Historical Monuments and Historical and Project Manager of and Resident Engineer therefore no measures are warranted. Hence cultural heritage expert is not Monuments and the Contractor of Project Management required to be deputed by ESMU. Chance Finds All fossils, coins, articles of value of antiquity, structures and other remains or archaeological interest discovered on the site shall be the property of the Government and shall be dealt with as per provisions of the relevant legislation. The Contractor will take reasonable precautions to prevent his workmen or any other persons from removing and damaging any such article or thing. He will, immediately upon discovery thereof and before removal acquaint the Environmental Specialist of PMC of such discovery and carry out the PMC’s instructions for dealing with the same, waiting which all work shall be stopped. The PMC will seek direction from the Archaeological Survey of India (ASI) through HPRIDC before instructing the Contractor to recommence the work in the site. CONTRACTOR’S DEMOBILIZATION 176 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 51. Environmental Environmental officer Environment The Contractor will undertake seasonal monitoring of air, water, noise and soil Conditions and Project Manager of Specialist, and quality through an approved monitoring agency. The parameters to be monitored, the Contractor Resident Engineer of frequency and duration of monitoring as well as the locations to be monitored will Project Management be as per the Monitoring Plan prepared. National Standard of Air, Noise and Water given in Appendix-8. 52. Continuous Environmental officer Environment The Environmental Specialist of PMC will have continuous interactions with Community and Project Manager of Specialist, and local people around the project area to ensure that the construction activities are Participation the Contractor Resident Engineer of not causing undue inconvenience to the locals residing in the vicinity of project Project Management site under construction due to noise, dust or disposal of debris etc. The stakeholder’s engagement plan will be followed for community participation procedures. 53. Clean-up Operations, Environmental officer, Environment Contractor will prepare ‘Site Restoration Plans’, which will be approved by the Restoration and Health and safety officer Specialist, and Environmental Specialist of PMC. The clean-up and restoration operations are to Rehabilitation and Project Manager of Resident Engineer of be implemented by the Contractor prior to demobilization. The Contractor will the Contractor Project Management clear all temporary structures; dispose all garbage, night soils and POL (Petroleum, Oil and Lubricants) wastes as per Comprehensive Waste Management Plan and as approved by PMC. All disposal pits or trenches will be filled in and effectively sealed off. Residual topsoil, if any will be distributed on adjoining/ proximate barren land or areas identified by the Contractor and approved by the Environmental Specialist of PMC in a layer of thickness of 75 mm-150 mm. All construction zones and facilities including culverts, road-side areas, camps, Hot Mix plant sites, Crushers, batching plant sites and any other area used/affected due to the project operations will be left clean and tidy, at the Contractor’s expense, to the entire satisfaction to the Environmental Specialist of PMC. OTHER SPECIFIC ENHANCEMENT MEASURES 54. Specific enhancement Environmental officer Environment There are some site specific enhancement measure provided on project road. measures and Project Manager of Specialist, and These include enhancement of existing community property (crematorium) at km the Contractor Resident Engineer of 177 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 12+500 and provision of 6 toilets units (3 each for male and female). Project Management Chainage Feature Specific Measures Reference drawing as in ESMP 12+500 km Existing Improvement of access, Drawing no; Crematoriu Construction of water m tank and provision of HP/DAD-LAD/CR-01 benches proposed as (Appendix-15) enhancement measures for the roadside crematorium; Retaining wall with dimensions (L= 15m, a water tank & H=4m and 15 numbers of benches (3-seater). 13+100 km Market area Provision of 6 Toilets (3 Drawing no; without male & 3 female) at toilet identified location in HP/DAD- facilities Ladrour bazar. LAD/TOILET-001 (Appendix-15) OPERATION STAGE 55. Monitoring Operation ESMU ESMU/PWD The ESMU will monitor the operational performance of the various mitigation/ Performance enhancement measures carried out as a part of the project. The indicators selected for monitoring include the survival rate of trees; utility of enhancement provision made under the project; status of rehabilitation of borrow areas; and effectiveness of noise barriers. 56. Maintenance of ESMU ESMU/PWD PWD will ensure that all drains (side drains, median drain and all cross drainages) Drainage are periodically cleared especially before monsoon season to facilitate the quick passage of rainwater and avoid flooding. 178 | P a g e S. No Project Mitigation Management Measures/GIIP Measures Responsibility Stage/Activity Planning and Supervision/ Execution Monitoring 57. Pollution Monitoring Pollution Monitoring ESMU/PWD The periodic monitoring of the ambient air quality, noise level, water (both Agency ground and surface water) quality, soil quality in the selected locations as suggested in pollution monitoring plan through the HPCB or its approved monitoring agency. 58. Soil Erosion and ESMU ESMU/PWD Visual monitoring and inspection of soil erosion at borrow areas, quarries (if Monitoring of closed and rehabilitated), embankments and other places expected to be affected, Borrow Areas will be carried out once in every three months as suggested in monitoring plan. 59. Changes in Land Use ESMU, Revenue ESMU/PWD Necessary hoardings will be erected indicating the availability of ROW and legal Pattern Department and Local charges for encroachment of RoW. Budgetary provisions are to be made to Civic Bodies control the ribbon development along project road. 60. Public awareness on ESMU ESMU/PWD The public will be advised to construct the noise barriers such as walls, double Noise levels and glazed windows and tree plantation between the roads and their property the Health Affects public awareness is necessary regarding the human health through the newspapers and consultations and distribution of pamphlets during the operation stage. 179 | P a g e Budgetary Costs For Implementation And Supervision for ESMP 270. General measures are akin to Good International Industry Practice (GIIP), considered incidental to works and deemed to be included in the quoted bid price by the contractor. However, certain project road specific mitigation measures and/or environmental enhancement measures, considered as additional requirements that are to be implemented by the contractor against budget provision. The detailed description of the project road specific ESMP measures is given in a separate volume. 271. The mitigation and management measures including the budgetary provisions for project road specific mitigation measures and/or environmental enhancement measures will be integrated in the contract/bidding documents as Mandatory Contractual Obligations. 272. Thus, the contractor is expected to be fully conversant with the road specific mitigation and management measures during project road construction and accordingly make required provisions for implementing the EMP at the bidding stage itself. 273. The total budget for ESMP is sum of budget for implementation of EMP and RAP, which works out to INR 517.957 lakhs (INR 517,95,700) Table 7.2-a: ESMP Works to be implemented as per Civil Works BOQ S. No Description Reference Amount 1 Disposal of Excess debris Material with an Bill no 2.09 of Civil Works Cost included under average lead of 2.5 Km BOQ Civil Works 2 Construction of cross drainages structure Bill No 5 (culverts) & 6 Cost included under including erosion control measures (bridge) of Civil works Civil Works downstream of the culvert locations BOQ 3 providing surface line drain on roadsides to Bill No 7.02 to 7.06 of Civil Cost included under channelize the water into nearby cross works BOQ Civil Works drainage structures 4 Providing protection measures (retaining & Bill No 7.15 to 7.21 of Civil Cost included under breasts walls) to restrain the soil to slopes works BOQ Civil Works 5 Provision of Gabion Walls to retain debris at Bill no 7.22 of Civil Works Cost included under 7 identified debris disposal sites BOQ Civil Works 6 Provision of traffic safeguards measures on Bill No 8.02 of Civil works Cost included under the road (information/caution boards, BOQ Civil Works chevrons etc.) 7 Traffic and Safety Management During Bill No 9.06 of Civil works Cost included under Construction BOQ Civil Works Table 7- 2-b : Budgetary Provisions for Specific Environmental Impact Mitigation / Enhancement Measures (additional Requirements to be implemented by Contractor against budget) S.No Description Amount in Lakhs 1 Management of Excess Debris (56251 cum) Disposal on site. Included in Civil Cost 2 Provision of Noise Barriers and other enhancement measures at Sensitive receptors 14.49 (at km 1+130, 4+520, 6+470, 6+640) 180 | P a g e S.No Description Amount in Lakhs 3 Provisions of enhancement measures for Community property (Crematorium) at Km 10.86 12+500 including 25 precast cement concrete benches and 6000 litres water tank 4 Provision of Toilets at specified location (13+100 Km Ladrour Market) with septic 9 tank and soak pit disposal arrangement 5 Nature-based solutions/measures (bio-engineering) tree Interventions at selected 177 locations along the project road including Muck Disposal Sides and reclaimed vacant areas within RoW Vacant low lying 6 Clearance/Removal of Invasive Species like Lantana and Sea Ruthenium etc. form 48.6 the road corridor and Plantation of Indigenous local vegetation and Maintenance and upkeep for 70% survival rate for 6 months (16 km both sides up to width of 1.5 m) 7 Provision of plantation and maintenance ( tree guard) of 1500 Avenue trees along 27 roadside and in RoW 8 Provision for Environmental Monitoring (Ambient air quality, Noise levels, Water 25.92 quality and Soil) as per CPCB Standard Procedures 9 Provision for Compensatory Afforestation in lieu of Tree felling for road Cost shall be paid construction by HPRIDC to forest Department of GoHP 10 Provisions of Environmental specialist (full time), EHS Officer (fulltime), Bio- To be included by Engineering Specialist (intermittent input), Horticultural specialist (intermittent PMC input) and Training sessions for implementation of EMP 11 Land acquisition and Resettlement & Rehabilitation Cost Covered in RAP Budget 12 Relocation and construction of hand pumps, water storage tanks, OHTs, open wells Covered in Utility & water taps as per directions of the Engineer. Shifting Budget 13 Cost for institutional strengthening, capacity building and training by HPRIDC To be provided by HPRIDC 14 Resettlement Action Plan as per Entitlements including implementation, monitoring Refer to RAP 15 Contingencies 10% 47.087 Grand Total For ESMP Implementation 517.957 274. Budget for addressing pre-construction social impacts is provided as part of the Resettlement Action Plan. Actions relating to GBV actions are included in the GBV Plan that has been prepared for the overall project. INSTITUTIONAL ARRANGEMENTS FOR ESMP IMPLEMENTATION 275. Institutional arrangements are intended to achieve certain level of quality in the project during implementation of various project components by the Government of Himachal Pradesh (GoHP) as specified by the various conditions of loan agreement between the World Bank and the GoHP. These are basically to meet the World Bank ESS (Environment and Social Standards) that in turn will make sure that the country laws (Indian laws and regulations) are not violated during the pre-construction, construction and Operational (defect liability period) stages of the project. 181 | P a g e 276. ESMU is headed by the Chief Engineer, who will be responsible for the successful implementation of the Project. The Chief Engineer is also the Project Director in the ESMU set up for the implementation of the project. The Project Director (PD) will be assisted by Superintendent Engineer of ESMU, who further will have support from Construction Management Unit (CMU) at site and Experts (Nodal Environmental Officer, Social Development officer, Horticulture Officer) at the head office. The Nodal Environmental officer at the HQ will coordinate with CMU for the implementation of the Environmental Management Plan at ESMU headquarters. Roles and responsibilities of ESMU in HPRIDC is given below in table 7-3. Table 7-3: Roles and responsibilities of the staff in ESMU of HPRIDC Position Roles & Responsibilities Project Chief Engineer-cum-Project Director will be overall in-charge of the Road and other Director Projects in HPRIDC. He is responsible to the Board and the State Government for efficiently carrying out of all preparatory studies, works in his administration and accounts pertaining to all such studies and works Superintendent Superintending Engineer (Planning & Design) will be assisting the Chief Engineer- Engineer cum-Project Director in efficient functioning of the Project Implementation Unit of HPRIDC. Nodal Nodal Environment Officer will be directly responsible to the CE-cum-PD for the Environmental efficient discharging of duties. Officer, He will deal with matters pertaining to integration of EA/EMPs into project design, ESMU construction management during project implementation, reporting and documentation etc. He will interact with CMUs for collecting information on environment management. He will be assisted by Junior Engineer. Social Social Development Officer will be directly responsible to the CE-cum-PD for the Development efficient discharging of duties. officer He will be overall responsible for coordinating with Land Acquisition Officers (LAOs), Public Works and Revenue Departments for land acquisition for upgrading works. He will coordinate the activities of NGOs on board and RRO of CMUs for implementation of Resettlement Action Plans (RAPs) and R & R assistance. Horticulture Nodal Forest Officer will be directly responsible to the CE-cum-PD for the efficient Specialist discharging of duties. He will be responsible for regulatory clearances, plantation works including compensatory afforestation, biodiversity management and coordination with the concerned departments/agencies. 277. For PMC, Environment and Social Specialists (full time) at PMC, Head Quarter (HQ) will look after the ESMP implementation and report to Resident Engineer on site. Bio-Engineering Expert and Horticulture Development Officers at PMC, HQ will have intermittent input and will visit sites as per requirements. At site PMC will have an EHS officer to implement EMP. 278. For Contractor, Project manager will be assisted by one Environmental Officer and one Health and Safety officer who will coordinate with PMC and ESMU staff for implementation of EMP. 279. ESMU will hire a NGO or any other agency for the implementation of RAP on site. The agency will support Social development officer, ESMU and will coordinate with R&R and Revenue officer posted in CMU at site. 182 | P a g e Figure 7.1: Institutional arrangements for implementation of ESMP Training and Capacity Building 280. Establishment of adequate implementation capacity to launch and carry out the components of resettlement must be completed before the start of civil works. To enhance capabilities, ESMU staff can be sent on exposure visits to other projects with good resettlement programmes as well as sponsored for training courses in Resettlement and Rehabilitation (R&R). The training would also cover techniques of conducting participatory rural appraisal for micro planning, conducting census and socio-economic surveys, dissemination of information, community consultation and conducting of monitoring and evaluation. Grievance Redress Mechanism 281. A grievance redress mechanism shall be developed for potential use by external stakeholders. The aim of the grievance redress mechanism is to achieve mutually agreed resolution of grievances raised by such stakeholders. The grievance redress mechanism described hereunder is distinct from the grievance redress mechanism, to be used by the Project’s workforce. Key definitions are as follows: • Complaint: an expression of dissatisfaction that is related to an impact caused by a project activity, which has affected an individual or group. Adversely, the interest of an individual or group and the individual or group wants a proponent or operator (or contractor) to address and resolve it (e.g. problems related to dust deposition, noise or vibration). A complaint is normally of a less serious nature than a grievance; and • Grievance: a claim raised by an individual or group whose livelihood, health and safety, cultural norms and heritage are considered to have been adversely affected (harmed) by a project activity which, if not addressed effectively, may pose a risk to HPRIDC operations (through stakeholder actions such as access road blockages) and the livelihood, well-being or quality of life of the claimant(s). 282. A grievance redress mechanism (GRM) to uphold the Project’s social and environmental safeguards performance is designed to address concerns and complaints promptly and transparently with no impacts (cost, discrimination) for any reports made by project affected people (PAPs). The grievance redress mechanisms described hereunder include both complaints 183 | P a g e and grievances (hereinafter referred to only as ‘grievances’). Grievances raised by stakeholders need to be managed through a transparent process, readily acceptable to all segments of affected communities and other stakeholders, at no cost and without retribution. The GRM works within existing legal and cultural frameworks, providing an additional opportunity to resolve grievances at the local, project level. The key objectives of the GRM are: • Record, categorize and prioritize the grievances; • Settle the grievances via consultation with all stakeholders (and inform those stakeholders of the solutions) • Forward any unresolved cases to the relevant authority. 283. The types of grievances stakeholders may raise include, but are not limited to: • Non-payment, or inadequate compensation and/or due R&R assistances; wrong measurement of parcel • Construction related impacts – cracks, damages to structures; dust damaging crops/trees • Health and safety risks; • Negative impacts on the environment; • Negative impacts on communities, which may include, but not be limited to financial loss, physical harm and nuisance from construction or operational activities; • Impacts arising from migrant labor on local communities 284. As the GRM works within existing legal and cultural frameworks, it is recognized that the GRM will comprise project level and Himachal Pradesh judiciary level redress mechanisms. Most Project related grievances could be minor and site-specific. Most grievances are to be received directly on site by the designated site representative of HPRIDC that will endeavor to resolve them satisfactorily on site. The designated site representative will inform the Head of Construction Management Unit (CMU) of these complaints and their outcomes, and of others not satisfactorily resolved that the Project Contact Person (PCP) should take over. The PCP will log these in the Complaints Register. The PCPs will, on receipt of each complaint, note the date, time, name and contact details of the complainant, and the nature of the complaint in the Complaints Register. The PCP will inform the complainant of when to expect a response. S/he will then endeavor to address it to the best of his/her abilities, as soon as possible. Should the PCP not be able to resolve the complaint to the satisfaction of the affected persons, he/she will then refer the complaint directly to the HPRIDC Project Director (PD). 285. Complaints referred to the PD will require him/her to take earnest action to resolve them at the earliest time possible. It would be desirable that the aggrieved party is consulted and be informed of the course of action being taken, and when a result may be expected. Reporting back to the complainant will be undertaken within a period of two weeks from the date that the complaint was received. If the complaint is not resolved to the satisfaction of the aggrieved party, it will then be referred by the State level Grievance Redress Committee (SGRC). The SGRC will be required to address the concern within 1 month. 286. Should measures taken by the SGRC, fail to satisfy the complainant, the aggrieved party is free to take his/her grievance to the Court of Law at his/her own cost, and the Court’s decision will be final and shall be binding on all parties. It is possible that for land issues, the complainant may prefer to take his/her issue to the Court of Law for a final pronouncement/resolution. It is vital that appropriate signage for GRM is erected at the sites of all works providing the public with updated Project information and summarizing the GRM process, including contact details of the relevant Project Contact Person (PCP). Anyone shall be able to lodge a complaint and the methods (forms, in person, telephone, forms written in Hindi/local language) should not inhibit lodgment of any complaint. 287. The Complaints Register shall be maintained by the CMU and maintained by the department, who will log the: i) details and nature of the complaint; ii) the complainant name and their 184 | P a g e contact details; iii) date; iv) corrective actions taken in response to the complaint. This information will be included in HPRIDC’s progress reports to the World Bank. The project level process can only act within its appropriate level of authority and where appropriate, complaints will be referred on to the relevant authority such as those indicated. 288. The Grievance Redress Committee (GRC) will be formed at each Project district comprising of following members – • District Social Welfare Officer • Executive Engineer, CMU • Resettlement and Rehabilitation Officer, SDU/CMU • NGO representative • PAP representative, and • Representative from Land and Revenue Department (only cases related to land) 289. In addition, there is proposed to be one District level Committee (DLC) will be formed to meet at periodic interval to review the progress of land acquisition and facilitate implementation in the district. District Level Committee would comprise of the following members: • Deputy Commissioner (Chairman) • Land Acquisition Officer • Executive Engineer (PWD) • NGO Representative • Chairman of Block Samiti 290. To resolve the land and structure related issues, an arbitrator shall be appointed by the HPRIDC in order to settle the dispute. Cases not resolved at GRC level would be brought for arbitration. A time period of two months would be available for arbitration. In case at this level the dispute is also not resolved, the aggrieved person may take recourse to the civil court. Figure7.2: Grievance Redress Mechanism/Process 185 | P a g e 291. Details on contact information for grievances, inquiries, and further feedback. Description Contact details Company: Himachal Pradesh State Road & Other Infrastructure Development Corporation To: Chief Engineer-cum-Project Director Address: HP State Roads Project, Nirman Bhawan, Nigam Vihar, Shimla – 171 002 E-mail: pdsrp-hp@nic.in Website: http://www.himachalservices.nic.in/hpridc Telephone: Tel: 0177 – 2627602, 2620663 Fax: 0177 – 2620663 292. Notifications regarding constitution of committees by HPRIDC would be done prior to project negotiations. Prior to commencement of construction, these details would be notified by pasting notices at the prominent community locations and also in the villages en-route. Additionally, these details would also be displayed in the micro-plans (prepared for provision of R&R assistances) that would be displayed in the project affected villages. 186 | P a g e 187 | P a g e Dadhol Ladrour – List of impacted Common Property Resources Extent Area Str. No. Chainage Type S.No % 1 LCPR-1 0/010 Temple 10.11 2 RCPR-34 9/161 HAND PUMP 18.15 3 RCPR-43 11/982 HAND PUMP 2.28 4 LCPR-11A 6/768 SCHOOL COMPOUND 16.23 WALL 188 | P a g e Himachal Pradesh State Roads Transformation Program (Funded by World Bank) Dadhol-Ladrour (Km 0.00 to KM 13.500) Environment and Social Impact Assessment (Draft) Appendices HIMACHAL PRADESH ROAD & OTHER INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. (Government of Himachal Pradesh Undertaking) (An ISO 9001:2008 QMS & ISO 14001:2004 EMS conforming company) December 2019 LIST OF APPENDICES 1 List of the individuals/organizations that prepared/ contributed to ESIA. 2 References Summary table of Consultations and surveys with stakeholders (affected persons other 3 interested parties) Comparison of ESF, RFCTLARR Act 2013 and GoHP Financial Commissioner 4 Standing Order No. 28 and Measures to address gaps 5 List of applicable Labour laws 6 Details Of Settlements, Cross Drainage Structures, Junctions Along the Project Road 7 Plan & Profile of Project Road 8 Strip Plan of Project Road Showing Existing Features 9 Transect Walk Survey Formats 10 Ecological Investigations along the Project Road Corridor 11 Photographs Of Sensitive Locations of the Project Road 12 Environmental Monitoring Test Results GoHP’s Strategy To Rehabilitate Areas Infested With Invasive Alien Plant Species 13 (Exotic Weeds) In Himachal Pradesh 14 Village Wise - Census & Economic Details 15 Village Wise - Amenities 16 Census Questionnaires 17 Socio-Economic Questionnaires 18 Attendance Sheet of Stakeholder Consultations 19 Photographs of Stakeholder Consultations 20 Checklist for Community Consultations 21 Gender Based Focused Group Discussion Checklist 22 Material Quantities, Cut and Fill Areas and Volumes 2|Page Appendix 1 – List of the individuals/organizations that prepared/ contributed to ESIA. 1. Messrs. Deccan Consulting Engineers Private Limited (Independent Environment and Social Assessment Consultants) 2. Messrs. SATRA Infrastructure Management Services Pvt. Ltd (Detailed Project Report consultants) 3. Officials of Himachal Pradesh Road Infrastructure Development Consultants (HPRIDC) i. Mr. Jitender Dhiman, Chief Engineer-cum-Project Director, HPRIDC ii. Mr. Pawan Sharma, Superintending Engineer, HPRIDC iii. Mr. X, Environment Expert iv. Mr. Chaman Dilta, Social Development Officer-cum-Special LAO 4. Other officials of HPRIDC and HPPWD – Concerned Divisions Appendix 2 – References 1. Primary Census Abstract, Census of India, 2011 2. Amenities- District Household Census, Census of India, 2011 3. The World Bank Environment and Social Framework, 2016 4. Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement, 2013 5. Gender Statistics, HP, DoES, Shimla 6. Resettlement Action Plan for Himachal Pradesh State Roads Project – I 7. Environment Management Plan for Himachal Pradesh State Roads Project – I 8. Himachal Pradesh Roadside Land Control Act, 1968 9. The Himachal Pradesh Roads Infrastructure Protection Act 2002 (and Rules 2004) 10. Environment and Social Management Framework, Himachal Pradesh Horticulture Development Project 11. Project Appraisal Document (Draft) of Himachal Pradesh State Roads Transformation Program, The World Bank, 2019 Appendix 3 – Summary table of Consultations and surveys with stakeholders (affected persons other interested parties) Date, Place, Type of Stakeholders and Number of Participants Number of S.No. Date Place Type of Stakeholders participants (M/F) Community Consultations 1 12.09.2019 Dadhol Chowk Affected parties 21 (21/0) Gahar High School and 2 13.09.2019 Affected parties 8 (6/2) Primary School Bharari 3 13.09.2019 Police Station Affected parties 3 (3/0) 4 13.09.2019 Model School Bharari Affected parties 6 (6/0) Focus Group Discussions At Padhyalag Gram Affected and other interested 5 11.09.2019 17 (13/4) Panchayat parties At Bharari Gram 6 12.09.2019 Affected parties 22 (16/16) Panchayat 3.09.2019 7 to At habitation site Affected parties 12.09.2019 Photographs and attendance sheets from consultations are available in project files Appendix 4 – Comparison of ESF, RFCTLARR Act 2013 and GoHP Financial Commissioner Standing Order No. 28 and Measures to address gaps Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 Social Impact assessment (SIA) should include: (i) whether the extent of land proposed for acquisition is the absolute bare minimum extent needed for the Avoid involuntary resettlement wherever 1 project; (ii) whether land acquisition at None feasible an alternate place has been considered and found not feasible [Ref: Section 4 sub-section 4(d) and 4(e)] If unavoidable, minimize involuntary Usage of principle of mitigation 2 resettlement by exploring project and None None hierarchy to analyse alternatives to design alternatives avoid/minimize/compensate or offset To enhance, or at least restore, the Would be ensured through suitable 3 livelihoods of all displaced persons in real None None provisions in the RAP terms relative to pre-project levels To improve the standards of living of the Would be ensured through suitable 4 displaced poor and other vulnerable None None provisions in the RAP groups. While the policy does not specify any requirement for screening of the project Screening of all sub-projects towards Screen the project early on to identify past, at an early stage for resettlement enabling identification of the potential 5 present, and future involuntary impacts and risks, it requires carrying None resettlement impacts and associated resettlement impacts and risks. out social impact assessment before any risks will be carried out. proposal for land acquisition (section- 16). Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 Carry out census of affected people and Determine the scope of resettlement their assets to be affected, livelihood The ESS-1 requirements will be planning through a survey and/or census of loss and common property to be Provides for assessment of land and structures followed based on which census and 6 displaced persons, including a gender affected; R&R scheme including including photography of structures socio-economic has been carried out analysis, specifically related to timeline for implementation. (Section: for this road resettlement impacts and risks (ESS-1) 16. (1) and (2)).  Consultation with Panchayat, Municipality, to carry out SIA. Carryout consultations with displaced (Section: 4. (1)) All impacted persons – land owners persons, host communities and concerned  Public hearing for Social Impact Provides for consultations and negotiations and users of land (non-titleholders such 7 NGOs. Assessment. Section: 5. with land owners only. It has no provisions for as squatters and encroachers) would be Inform all displaced persons of their  Discussion on and Public hearing for non-titleholders. consulted. The ESS-10 requirements entitlements and resettlement options Draft Rehabilitation and Resettlement will be followed (ESS-10) Scheme Section: 16. (4). and (5).  Establishment of Land Acquisition, Rehabilitation and Resettlement Authority for disposal of disputes relating to land acquisition, compensation, rehabilitation and resettlement. Section: 51. (1). and A project level GRM will be included Establish grievance redressal mechanism Section: 64. 8 No provision in the RAP and Resettlement policy (ESS-1 and ESS-5)  The Requiring Body or any person framework (RPF). aggrieved by the Award passed by an Authority under section 69 may file an appeal to the High Court within sixty days from the date of award. Section: 74. (1). and (2). 9 Where involuntary resettlement impacts Social Impact Assessment is must No provision Social Impact Assessment, Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 and risks are highly complex and sensitive, before taking final decision on consultations with relevant compensation and resettlement decisions acquisition of land followed by stakeholders – affected and interested should be preceded by a social preparation preparation of R&R Scheme parties will be done phase. (ESS-1 and ESS-5)  Land for land in case of irrigation projects to the landowners losing agricultural land. Land for land in every project to landowners belong to SC and ST community up to 2.5 acres of land. Section: 31 and The Second Improve or restore the livelihoods of all Schedule displaced persons through  Provision of housing units in case of (i) land-based resettlement strategies displacement. Offer for developed No provision. However, relating to Structure to be compensated at (ii) prompt replacement of assets with land. Section: 31 and The Second computation of compensation, the order replacement cost without depreciation, access to assets of equal or higher value, Schedule provides for compensation upto the limit as besides commensurate provisions to 10 (iii) prompt compensation at full  Recognizes 3 methods and whichever would be calculated under the HP address livelihood issues. Specific replacement cost for assets that cannot be is higher will be considered which RFCTLARRA 2013 provisions to address impacts on non- restored, and will be multiplied by a factor given in Additionally all statutory benefits are given titleholders need to be incorporated (iv) additional revenues and services The First Schedule. Compensation and it is deemed as good as an award through benefit sharing schemes where given earlier will not be considered; possible. (ESS-5) If rates not available floor price can be set; Steps to be taken to update the market value. (Section 26 and The First Schedule) Provision for employment, fishing rights, annuity policy etc (Section: 31 and The Second Schedule) Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018  A family as a unit will receive R&R grant over and above the compensation and those who are not If there is relocation, secured tenure to entitled to compensation. Section: 31 relocation land, better housing at  Homeless entitled to constructed resettlement sites with comparable access house, land for land in irrigation to employment and production projects in lieu of compensation, in opportunities, integration of resettled case of acquisition for urbanization persons economically and socially into 20% of developed land reserved for Relocation is not envisaged under the their host communities, and extension of owners at a prices equal to 11 No provision proposed sub-project as designs are project benefits to host communities; compensation’ jobs or onetime avoiding full impact on structures provide transitional support and payment or annuity for 20 years’ development assistance, such as land subsistence grant, transportation, land development, credit facilities, training, or and house registered on joint name employment opportunities; and (iii) civic husband and wife, etc. Second infrastructure and community services, as Schedule required. (ESS-5)  Provision for infrastructural amenities in resettlement areas. Section: 32 and Third Schedule  Landless people are considered and eligible for R&R grants. Section:16. (2).  Widows, divorcees, abandoned Improve the standards of living of the women will be considered as separate displaced poor and other vulnerable Commensurate measures would be 12 family and entitled to R&R No provision groups, including women, to at least provided for in the RAP provisions Section: 3. (m) national minimum standards. (ESS-5)  Homeless entitled to constructed house and landless entitled to land in irrigation project. Second Schedule  Special provision for Scheduled Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 Caste/Scheduled Tribe; Section: 41.  Additional provisions for SC&ST for land for land in irrigation projects, additional sum over and above the subsistence grant. Second Schedule If land acquisition is through negotiated R&R entitlements apply in case of land Provisions as applied in the settlement, ensure that those people who acquired/purchased for PPP projects and RFTCLARR Act will be used and 13 enter into negotiated settlements will No specific provision for Private Companies. Section: 2. (2), additional measures where required maintain the same or better income and and 46. will be used livelihood status. (ESS-5)  The Act recognises: Section: 3 (c)  a family which does not own any land but belong to the family of an agricultural labourer, tenant, sharecroppers, or artisans or working Under this project, provision would be in affected area for three years prior made to that in the case of land to the acquisition of the land acquisition, the date of publication of Ensure that displaced persons without  the Scheduled Tribes and other preliminary notification for acquisition titles to land or any recognizable legal traditional forest dweller who have under Section 4.1 of the LAA will be 14 rights to land are eligible for resettlement No specific provision lost any of their forest rights treated as the cut-off date for title assistance and compensation for loss of non-land assets. (ESS-5)  family whose primary source of holders, and for non-titleholders such livelihood for three years prior to the as squatters the start date of the project acquisition of the land is dependent census survey. on forests or water bodies and includes gatherers of forest produce, hunters, fisher folk and boatmen  a family residing or earning livelihoods on any land in the urban Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 areas for preceding three years or more prior to the acquisition of the land Prepare a resettlement plan / indigenous  Preparation of Rehabilitation and peoples plan elaborating on displaced Resettlement Scheme including persons’ entitlements, the income and timeline for implementation. livelihood restoration strategy, institutional Section: 16. (1) and (2). For this corridor, RAP will be 15 No specific provision arrangements, monitoring and reporting  Separate development plans to be prepared. IPDP or TDP is not required. framework, budget, and time-bound prepared. Section 41 implementation schedule. (ESS-5 and ESS-7)  The draft Rehabilitation and Resettlement Scheme prepared shall Disclose a draft resettlement plan, be made known locally by wide including documentation of the publicity in the affected area and In addition to the publishing of the consultation process in a timely manner, discussed in the concerned Gram approved resettlement plan, the RAP before project appraisal, in an accessible Sabhas or Municipalities and in and RPF includes provision for place and a form and language(s) website. Section: 16. (4) 16 No specific provision disclosure of the various documents understandable to displaced persons and  The approved Rehabilitation and pertaining to RAP implementation in other stakeholders. Disclose the final Resettlement Scheme to be made accordance with Stakeholder resettlement plan and its updates to available in the local language to the Engagement Plan (SEP) displaced persons and other stakeholders. Panchayat, Municipality or (ESS-10) Municipal Corporation and in website. Section: 18. Include the full costs of measures proposed The requiring body shall bear the cost of in the resettlement plan and indigenous acquisition covering compensation and peoples plan as part of project’s costs and 17 R&R cost. Section: 19. (2) and Section No specific provision None benefits. For a project with significant 95. (1) involuntary resettlement impacts and / or indigenous peoples plan, consider Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018 implementing the involuntary resettlement component of the project as a stand-alone operation. (ESS-5)  The Collector shall take possession of land after ensuring that full payment of compensation as well as rehabilitation and resettlement entitlements are paid within three months for the compensation and a Pay compensation and provide other period of six months for the resettlement entitlements before physical monetary part of rehabilitation and or economic displacement. Implement the resettlement entitlements. Section: 18 38. (1) No specific provision None resettlement plan under close supervision throughout project implementation. (ESS-  5)  The Collector shall be responsible for ensuring that the rehabilitation and resettlement process is completed in all its aspects before displacing the affected families. Section: 38. (2) Acquisition of Land by Private Negotiation and Upkeep of Land Record/General Measures to bridge the Gap between Environment and Social Framework Guidelines and Instruction (Standing Order S.No Provisions in RFCTLARR Act, 2013 Policy/Acts and ESF, 2016 of World 2016 No28) (PBW(B)F (5) 40 / 2017-PWD /GoHP, Bank January 2018  The Rehabilitation and Resettlement Committee, to monitor and review the progress of implementation of Monitor and assess resettlement outcomes, the Rehabilitation and Resettlement their impacts on the standards of living of scheme and to carry out post- displaced persons, and whether the implementation social audits in objectives of the resettlement plan have The ESS-5 requirements will be 19 consultation with the Gram Sabha in been achieved by taking into account the followed. rural areas and municipality in urban baseline conditions and the results of areas. Section: 45. (1) resettlement monitoring. Disclose monitoring reports. (ESS-5)  Set up National and State level Monitoring Committee to review and monitor progress. Section 48-50 Appendix 5 – List of applicable Labour laws The following laws shall be applicable to:  Workmen's Compensation Act 1923, the Act provides for compensation in case of injury by accident arising out of and during the course of employment;  Payment of Gratuity Act, 1972, gratuity is payable to an employee under the Act on satisfaction of certain conditions on separation if an employee has completed 5 years;  Employees Provident Fund and Miscellaneous Provision Act, 1952, the Act provides for monthly contributions by the employer plus workers;  Maternity Benefit Act, 1951, the Act provides for leave and some other benefits to women employees in case of confinement or miscarriage, etc.;  Minimum Wages Act, 1948, the employer is supposed to pay not less than the Minimum Wages fixed by appropriate Government;  Payment of Wages Act, 1936, it lays down as to by what date the wages are to be paid, when it will' be paid and what deductions can be made from the wages of the workers);  Equal Remuneration Act, 1979, the Act provides for payment of equal wages for work of equal nature to Male and Female workers and not for making discrimination against Female employees);  Payment of Bonus Act, 1965, the Act provides for payments of annual bonus subject to a minimum of 83.3% of wages and maximum of 20% of wages;  Child Labour (Prohibition and Regulation) Act, 1986, the Act prohibits employment of children below 14 years of age in certain occupations and processes and provides for regulation of employment of children in all other occupations and processes. Employment of child labour is prohibited in Building and Construction Industry;  Inter-State Migrant Workmen’s (Regulation of Employment and Conditions of Service) Act, 1979, the inter-state migrant workers, in an establishment to which this Act becomes applicable, are required to be provided certain facilities such as housing, medical aid, traveling expenses from home to the establishment and back, etc.; Appendix 6 - Details Of Settlements, Cross Drainage Structures, Junctions along the Project Road Settlements of the project road:- There are 15 settlements along the project road. List of settlements were given in below table. Table: Details of Settlements along the project road S.No Name TRU No. HH TOT_P TOT_M TOT_F P_SC P_ST 1 Kothi (285) Rural 82 357 178 179 17 0 2 Ghandalwin (281) Rural 259 1082 517 565 171 2 3 Tikri (323) Rural 24 92 46 46 0 0 4 Mihara (291) Rural 127 532 278 254 54 0 5 Badsara (292) Rural 33 164 79 85 10 0 6 Panjaila (258) Rural 3 17 9 8 17 0 7 Lethawin (296) Rural 60 295 151 144 48 0 8 Gatwar (295) Rural 50 214 101 113 77 0 9 Ladhyani (294) Rural 192 915 474 441 231 1 10 Bhater (298) Rural 67 289 127 162 62 0 11 Dadhol Kalan (265) Rural 215 956 450 506 243 0 12 Padyalag (267) Rural 137 631 323 308 196 0 13 Lehri Sarail (272) Rural 569 2639 1271 1368 654 0 14 Bari Kalan (269) Rural 53 277 135 142 32 0 15 Bari Khurd (268) Rural 17 92 46 46 0 0 Total 1888 8552 4185 4367 1812 3 % 4.53 100 48.94 51.06 21.19 0.04 TRU- Total Rural/Urban, No. HH-Households, TOT_P-Total Population, TOT_M-Total Male, TOT_F-Total Female, P_SC- Population Schedule Caste, P_ST- Population Schedule Tribe. CROSS DRAINAGE STRCUCTURES ALONG THE PROJECT ROAD There are about 30 culverts, 2 minor bridges along the project road. Cross drainage structures are listed in below table . Table: Details of Cross Drainage Structures Existing Design Existing Structure Proposed Structure S.No Improvement Proposal Chainage Chainage Type Type 1 0+360 0+358 Slab Reconstruction to Box Box 2 0+455 0+460 Slab Reconstruction Box 3 0+600 0+599 Slab Reconstruction Box 4 0+760 0+761 pipe Reconstruction to Box Box 5 0+855 0+857 pipe Reconstruction to Box Box 6 0+890 0+884 MNB reconstruction MNB 7 0+940 0+910 MNB retained MNB Existing Design Existing Structure Proposed Structure S.No Improvement Proposal Chainage Chainage Type Type 8 1+125 1+125 Slab Reconstruction Box 9 1+295 1+292 pipe Reconstruction to Box Box 10 1+910 1+907 pipe Reconstruction to Box Box 11 new 2+060 - New Construction Box 12 new 2+500 - New Construction Box 13 new 2+921 - New Construction Box 14 3+140 3+118 pipe Reconstruction to Box Box 15 3+350 3+332 pipe Reconstruction to Box Box 16 3+520 3+492 pipe Reconstruction to Box Box 17 3+620 3+594 pipe Reconstruction to Box Box 18 3+748 3+685 pipe New Construction Box 19 3+855 3+757 pipe Reconstruction to Box Box 20 3+920 3+813 pipe Reconstruction to Box Box 21 4+190 3+998 pipe Reconstruction to Box Box 22 4+260 4+154 pipe Reconstruction to Box Box 23 4+370 4+221 pipe Reconstruction to Box Box 24 4+650 4+540 pipe Reconstruction to Box Box 25 4+900 4+793 pipe Reconstruction to Box Box 26 5+150 5+026 pipe Reconstruction to Box Box 27 5+550 5+403 pipe Reconstruction to Box Box 28 5+780 5+692 pipe Reconstruction to Box Box 29 7+250 7+107 pipe Reconstruction to Box Box 30 7+400 7+276 pipe Reconstruction to Box Box 31 7+650 7+528 pipe Reconstruction to Box Box 32 new 8+380 - New Construction Box 33 8+800 8+682 pipe Reconstruction to Box Box 34 9+090 8+941 pipe Reconstruction to Box Box 35 new 9+440 - New Construction Box 36 9+900 9+742 pipe Reconstruction to Box Box 37 new 10+068 - New Construction Box 38 10+700 10+536 - Reconstruction to Box Box 39 11+250 11+069 pipe Reconstruction to Box Box 40 new 12+060 - New Construction Box 41 new 12+280 - New Construction Box 42 new 12+420 - New Construction Box Appendix 7 – Plan & Profile of Project Road MNB MNB START OF To Ladrour PROJECT ROAD BC BC BC BC BC BC BC BC BC BC BC BC To Naswal 0+884 0+000 0+500 1+000 1+500 2+000 3+000 0+358 0+460 0+599 0+761 1+125 1+292 1+907 2+060 2+500 2+921 3+118 0+857 0+910 2+500 BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC BC 3+693 3+000 5+500 6+000 3+118 3+332 3+492 3+594 3+685 3+757 3+813 3+998 4+154 4+221 4+540 4+793 5+026 5+403 5+692 5+000 4+500 3+500 4+000 To Lohat BC BC BC BC BC To Kuthura To Chakrana 6+000 6+500 7+000 8+000 8+500 9+000 7+107 7+276 7+528 8+682 8+941 7+500 BC BC BC BC BC BC 9+000 10+000 10+500 11+000 11+500 12+000 8+941 9+525 9+742 10+068 10+536 11+069 12+060 9+500 BC BC BC END OF PROJECT ROAD To Hatwad 12+000 12+500 13+000 13+380 12+060 12+280 12+420 INDEX :- BC : BOX CULVERT NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : DRAINAGE PLAN 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND FLOW DIRECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO :HP+DAD-LAD+DP-001 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 09. OSR-DADHOL - LADROUR 01 01 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\02 Structures\02 Drawings\Traench - 1 (133 Kms)\MDR-07\TYPICAL CULVERTS - Revised\DRAINAGE LINEAR PLAN\OSR-9\03. OSR-9 _ Strip plan.dwg DADHOL LADROUR N W E s ER O W PR O W ER O W 0/ 70 0 ER O W PR O 0+ W 70 0 OW > ER ER 0/ >> O 60 >> W 0 r> pu ul mir dro Ha Da rds wa 0+ To 60 -88 START OF PROJECT ROAD NH 0 Dadro ER ul O W OW 0/ ER 00 ER EROW 0 OW Dadroul OW PR 0/5 0/400 STOP PROW W 00 ERO 0+ BUS EROW STOP PROW 00 PROW 0 ER EROW W ERO 0/100 OW EROW EROW 0+ 0/300 PROW 0/200 0+400 5 W ERO 00 EROW PROW NH Km-01 -8 0+100 8T EROW EROW ow a 0+30 rds Dadro ul 0+200 ilas B Dadroul pur 0 >> >> >> NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:0+000 TO 0+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 001A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 01A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +719.000m DATUM = +707.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:0+000 TO 0+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 001B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 01B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR N W E s ERO W 0/90 PROW PR OW 0 ERO W ER 0+9 O W 00 EROW 0/8 00 ER OW 00 1+0 ER 0+ KO 80 mW-01 ER 0 1/00 0 ER O W OW PR O OW W EROW PR ER O W 0/ 70 d OW 0 the ER ER Bhe OW O PR W PR O ER 0+ W 1/5 OW 70 00 0 OW ER 00 1+1 ERO W OW ER 00 1+5 1/1 00 ER PRO W O ER 0/ OW 1/4 W O 60 ERO ER W W 0 00 PRO PROW W thed Bhe EROW 0+ 1+4 1/300 W 60 ERO PROW EROW 0 00 ER O W W ERO W EROW RO 1+30 E EROW P TO 1/200 W SS thed BU 0 O Bhe PR 0/5 00 EROW PROW EROW W ERO 1+200 0+ 50 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:0+700 TO 1+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 002A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 02A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR PROPOSED LEVELS GL AT 10m LHS (m) DATUM = +694.000m GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:0+700 TO 1+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 002B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 02B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg ER DADHOL LADROUR O W W N s E ERO W PR OW vin dh Le 2/2 00 ERO W ER PR O W OW 2+2 00 ER OW vin 2/1 dh 0 0 Le ERO W 2+1 00 ERO PR W ER OW OW vin dh Le ER ER 1/40 OW W O PR ERO W Bhe 0 thed OW 2/0 00 2+0 -02 ERO 00 1+4 Km W ERO 1/50 W EROW 00 0 EROW EROW 1/700 PROW 1/600 ER ERO PRO PROW PR OW W EROW W OW 1/800 EROW 1+50 EROW EROW P EROWROW 1/900 0 1+700 EROW 1+600 EROW 1+800 1+900 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 1+400 TO 2+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 003A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 03A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +717.000m DATUM = +732.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:1+400 TO 2+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 003B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 03B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W N s E PROW EROW ER vin Ledh W O 2/4 2/5 PR EROW 00 00 EROW O W 2/300 ERO W ER OW PR 2+ in OW dhv Le 2+ EROW 4 ER OW 00 ER 50 2/2 OW 0 00 ERO 2/60 W ER 2+300 PR ER O O W 0 OW W 2+2 Ledhvin ER PRO 00 PR O W W OW ERO W PR 2+ OW 60 0 ER ERO W OW 2/800 ERPRO OW W vin 2/1 dh 00 Le ERO ER OW W 2+1 ERO 2+80 W 0 0 2/7 00 0 ER OW 2+700 ERO W vin dh Le ER OW PR OW 2/0 00 2+0 2 -0 00 Km ER PR W O OW NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 2+100 TO 2+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 004A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 04A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +744.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:2+100 TO 2+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 004B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 04B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR 00 3/7 ER OW E RO W W s N E EROW 3/600 ER OW PR W O ER O EROW W EROW PROW 2/800 2/900 ER OW ER EROW PROW OW 3/5 3+ 50 EROW 00 0 ER 2+800 OW RO P 2+9 W 00 ER 3/0 OW 00 ER O W Km -03 ER OW r wa ER t OP Ga OW ST S BU 3+ Ga twar PR E P 00 R OW OW R O W 0 3+ 3/ r 40 wa 40 3/1 0 t Ga 0 00 ER OW ERO W ER PRO OW W ER OW 3/300 Ga ERO 3+ twa W r 1 ERO 00 W ER 3/200 OW PRO W 3+30 EROW 0 3+200 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 2+800 TO 3+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 005A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 05A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +756.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:2+800 TO 3+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 005B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 05B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E PR OW EROW 3/ ERO 90 ER EROW W 0 4/0 OW 3/800 00 ER Km OW -04 ER ERO OW W ER PR OW 3+800 OW 3+ ER PR 90 OW OW 0 0 0 3/7 PR 3+ ER OW 70 OW 0 ERO W 4/1 PR 00 OW ER OW ER OW 4+ ER 00 ER OW OW 0 3+600 EROW PR OW 3/600 ER OW ERO /20 4 W ER 0 OW 4/4 ER 00 4+ OW 30 0 PR ER PR 4+ OW OW P OW R 10 E RO OW W 0 ER OW ER OW 4/3 0 0 ER OW 3/5 3+ 00 50 EROW 0 4+200 PR OW ER OW ar tw ER OP Ga O ST W S BU 3+ 3/ ar 40 tw 40 0 Ga 0 ERO W ER OW 3+30 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 3+500 TO 4+200 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 006A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 06A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +765.000m DATUM = +775.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:3+500 TO 4+200 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 006B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 06B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR s W 4/100 EROW EROW 4+000 E N Ladyani ER ER OW OW 4/20 0 EROW 4/800 ER 4+10 W O La 0 dy EROW an i PRO W 4+70 O PR ER W 4/ PR 90 OW W O 0 0 O ER W PE R ER RO O OW W W 4/ ER 70 O ER W OW 4+80 0 PROW EROW 4+ 0 60 EROW 0 4/3 00 PROW EROW 4/4 4/600 4/500 00 ER OW PROW PRO ER W OW W ERO EROW OP 4+300 BUS ST EROW EROW 4+ EROW 00 2 4+500 OW 4+400 ER Km-0 5/000 5 4+90 0 ER OW ER OW PRO 5/10 0 W 5+000 EROW EROW PROW 5/200 EROW EROW NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 4+200 TO 4+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 007A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 07A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +790.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:4+200 TO 4+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 007B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 07B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W N s E Lad hyan i EROW 5/700 ERO W W PRO ERO W EROW ni ya dh 5/6 PR La OW EROW 00 5+60 5/000 5/100 ERO W OW ER PROW 0 yani 5+50 ERO W Km-05 ER O Ladh W ERO EROW PROW W 0 5/200 ERO Ladhya W ni EROW 4+900 PR OW 5/300 5+000 ERO W ER 5/5 OW 00 EROW PRO 5+ EROW W 5/400 5+100 PROW 4 00 EROW EROW 5+2 EROW 00 Ladhya ni 5+3 00 Ladhya ni NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 4+900 TO 5+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 008A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 08A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +789.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:4+900 TO 5+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 008B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 08B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR N W E s EROW 6/000 PROW OW ER OW W EROW PR P RO -06 ni OW Km ya ER ER dh OW La OW ER ER 6/ OW 30 6/ Ladhyani 0 5+9 20 Bh Ladhyani ar 0 ar 6+ i 5/9 00 W RO 10 6/ 00 E ER 80 PR 5+ 0 0 OW OW rari ER 80 6/1 Bha O W ER 00 0 ER OW OW OW ER EROW 6+ EROW 20 Ladhya ni OW Bh 0 ER 6/40 ar a ri W OW PRO 0 ER PRO 5/800 EROW EROW W 6+000 Ladhyani 5+ PROW 700 EROW 6+30 PRO W 5/7 O 0 ER 00 EROW W EROW Bh ara 5+60 ri ni O W Ladhya ER 0 6/700 EROW ER PROW OW 6/5 00 i 5+dhyan La5 Bh 00 ara ri EROW EROW 6+400 ROE PR W OW EROW 6/6 00 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 5+600 TO 6+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 009A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 09A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +807.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:5+600 TO 6+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 009B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 09B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W N La d s hy ani E EROW PROW 6/20 ERO 0 W PR EROW OW 6+100 EROW EROW 6/300 EROW Bh ara 6+200 ri Bh ara ri ER 6/9 PR 0 O 0 W OW 7/3 ER ER OW O 0 W EROW 0 Bh ar ar 6/ 6+ i ER 40 800 OW 0 RO i P ER r OW a ra ER PR Bh OW ERO W O W W PRO W 6/8 PROW 00 ERO 7/200 W Bh EROW 7/100 ar 6+300 ar i ER OW EROW 7/0 6+70 00 ERO 7+1 PROW ER W 0 rari O EROW KmW Bha 00 ERO -07 W ERO PROW 7+000 W Bharari 6+900 ER OW EROW 6+ 60 6/500 0 6/7 00 Bharari ER OW PR i 00 ar ar 6+4 Bh OW ERO W ER OW ERO W PR ER 6+ 50 6/600 OW OW 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 6+300 TO 7+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 010A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 10A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +838.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:6+300 TO 7+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 010B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 10B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W N s 8/0 00 E PRO ERO W W ERO 7/9 W ER 00 W O PR OW 7+8 00 0 70 7+ ERO W EROW 7/800 t ha G Da ER ra Ba O EP PR ROR OW W W PROW EROW O W 7/100 7/300 Bara Da Ghat ERO W RO E ERO EROW EROW W W 7/200 7+200 PROW ER O 7+ EROW EROW W 60 7/4 ER O EROW EROW 0 7/7 00 7+0 W ER 00 OW PRO 7+100 7/600 00 EROW W OWPR ER ERO OW PR 7/50 W O BU SS W ERO W TO 0 P 7+300 7+5 00 7+40 Bara Da Ghat 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 7+000 TO 7+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 011A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 11A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +866.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:7+000 TO 7+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 011B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 11B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR s W E N ER W O PROW EROW ER O W 8/6 00 ER 8/ OW O ER 10 W W ERO ER ER 0 WO OW ER OP WRO Bara Da Gh 7/9 ER at W 7+7 OW 00 00 8/000 ER PR O W PRO W O W PR 8+ OW 7+ EROW ERO 40 W 90 7/ 8 Km-0 PROW 8/50 0 PROW OW 0 80 ER EROW 0 0 8+ 8/2 00 W ERO 00 0 7+ EROW 80 BUS STO 0 P EROW ER EROW OW 8/300 PROW EROW 8/400 W ERO EROW PROW 8+1 EROW 00 8+200 8+30 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 7+700 TO 8+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 012A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 12A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +877.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:7+700 TO 8+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 012B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 12B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR s W E N EROW ERO W 8/700 OW ER PROW PRO W EROW 9/ 8/80 8+600 0 00 1 ERO PROW OW W EROW W O 8+500 ER PR 9/00 OW W ER OW Mih O 0 ER ada ER 8+9 PRO ERO 9 W Km-0 00 W EROW ER W O 8+ 8/900 8/6 ER OW 70 W 00 ERO EROW M ih 0 ad 9/200 a 9+ 8+8 ER 00 W W O ERO W 00 PRO 0 OWROP ER W W O PR 8/5 OW 0 ER 0 OW 8+4 ER 9+1 00 00 9/300 ER O W W O ER 9+ 00 2 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 8+400 TO 9+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 013A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 13A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +878.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:8+400 TO 9+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 013B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 13B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E Miha da Mihada EROW EROW W PRO 9/700 9/600 EROW PROW EROW ER PRO OW 9/500 W ERO W 9+500 ada Mih ER Mihada OW ER EROW OW 9/8 9+400 00 PROW EROW Mihada 9+60 W ERO PRO EROW 9/900 PR ER OW O W 9/3 W 10/000 0 00 9/4 EROW 9+ ER OW 00 EROW EROW ER 30 O W 0 PROW -10 EROW Km PR 9+1 OW EROW Mihada 9+700 00 9+800 9+200 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 9+100 TO 9+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 014A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 14A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +893.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:9+100 TO 9+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 014B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 14B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E EROW 10/400 PR W O ER O ERO W ER W 10/2 PR ERO OW EROW W 10/500 OW PROW ER 00 OW 10/3 ER OW 10+ W 00 PRO 10/ PR ERO W ER BUS STOP 200 OW ER 600 OW 10+ OW 10+ ER OW ERO W ER 300 O 0 10+400 ER 10/0 W EROW OW 00 EROW 10/ ER PROW OW 00 100 10 10+100 /70 -10 PROW Km ERO 0 ERO W W 9+90 EROW 10+50 0 9+800 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 9+800 TO 10+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P-015A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 15A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +899.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:9+800 TO 10+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION 015B P&P- DRAWING NO : HP/DAD-LAD/DRAINAGE HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 15B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E Kothi ERO W thi Kothi Ko PR OW 11/ EROW EROW 000 Km-11 11/ ER ER OW 200 10/ OW PROW EROW 900 11 ER PR /10 PRO O EROW W O 10 W W 0 ER + OW ERO 90 W 11+00 0 EROW 10+700 10+ PR ERO 10 OWW ER /80 OW 800 0 0 11 W PRO /3 Kothi 00 11+10 ER O 10 W /60 ER ER 10 ER Koth 0 OW OW 0 OW i +6 0 0 PR ER OW O W ER OW 10/ 7 00 EROW 11/400 EROW 10+ W ERO PRO W 500 11+ 200 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD FROM CH: 10+500 TO 11+200 A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 016A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 16A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +908.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:10+500 TO 11+200 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 016B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 16B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E in w al nd ha G EROW 12/200 ER OW PE RROW OW 12 /10 0 11 /30 11 ER O 0 W +9 00 ER OW ER 11/600 ER OW EROW OW PR ER O O W W ERO PR PR W ERO W OW OW EROW 11/700 PROW 12 11/400 ERO /0 W ER EROW PROW 00 11 OW ER 2 -1 +4 ER O 11/900 11/50 OW Km W ER EROW 00 11/ PROW OW EROW ER ERO OW W 0 800 ER OW 11+2 EROW 11+50 11 11 PROW +8 11+300 +6 00 11+700 0 00 00 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 11+200 TO 11+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 017A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 17A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +919.000m DATUM = +937.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:11+200 TO 11+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 017B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 17B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL N LADROUR s W E N Ghand alwin OW ER ER ER G OW OW ha nd al w 12 in /2 OW 00 PROW ERO PR PR W 12 OW EROW 12/800 /3 TO 00 J AH 12/100 OW EROW U PROW PR 12 ER OW +1 12 12/700 W EROW W ERO ERO RO W +0 OW 00 E ER 00 12+600 11+900 PROW EROW ER OW 12/60 12+50 12 / 0 40 EROW Lathwan PR 0 OW P OW 0 ER TO OW SS BU ER 12+ 200 EROW 12+ 12/500 400 ERO W PROW EROW Lathwan 12+300 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 11+900 TO 12+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 018A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 18A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +946.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:11+900 TO 12+600 A3 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 018B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 18B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR W s N E Ladrour EROW 13/10 ER 0 OW PROW ER O W PR ER W OW RO OW E PROW EROW 13/000 12+9 13/2 -13 00 Km 13 00 ERO EROW +0 W 00 12/9 ERO W PRO Ladrou 00 W r << 12+800 << EROW << To Pa 13/3 EROW tta ER 0 OW 0 ER 12+7 OW W ERO La dr ou r EROW 00 12/ END OF PROJECT ROAD 800 13+100 13 /40 PR 0 O La W rou d ER r 13 +20 OW 1 +2 8 12 3 To Jahu>>>>> ER 00 +6 OW 00 12 /7 00 PR ER O O W W 12 +5 00 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH: 12+600 TO 13+208 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 019A HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 19A 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg DADHOL LADROUR DATUM = +962.000m PROPOSED LEVELS GL AT 10m LHS (m) GL AT 10m RHS (m) DRAIN INVERT LEVEL LHS DRAIN INVERT LEVEL RHS CROSS SECTION DETAILS CHAINAGE NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : PLAN & PROFILE WITH 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DRAINAGE PATTERNS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH:12+600 TO 13+208 A3 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/DRAINAGE P&P- 019B HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Chief Engineer-cum-Project Director, State Roads Project, Himachal Pradesh Secunderabad,Telangana – 500003, India. 19B 19 Road and Other Infrastructure Development Corporation Limited Nirman Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\03 Hydrology\02 Drawings\OSR-09 Drain Drawings\09.OSR P & P Layouts.dwg Appendix 8 – Strip Plan of Project Road Showing Existing Features HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE DEVELOPMENT CORPORATION LIMITED ( GOVERNMENT OF HIMACHAL PRADESH ) DRAFT DETAILED PROJECT REPORT (TRANCHE-1 ROAD SECTIONS) STRIP PLAN (PROW/COI DRAWINGS) CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION PROJECT (HPSRTP) IN THE STATE OF HIMACHAL PRADESH 9.OSR : DADHOL - LADROUR DESIGN CONSULTANT: CLIENT: SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE 16/10/2019 DEVELOPMENT CORPORATION LIMITED. #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet,Secunderabad, E-mail: info@satragroup.in, Web: www.satragroup.in Shimla- 171002, Himachal Pradesh. A HT 32 O TO K AR BH TO N TO P OTA END OF PROJECT ROAD W E A Km : 13/400 TTA 00 13/4 s LADROUR 19 0 /00 12 103 000 10/ 00 8/0 103 OSR-9 6/000 K D A N S A H N M W E U I Pangi s 4/000 M R Chaurah M 89 Saluni Kyelang A 71 103 LAHUL & SPITI CHAMBA J 70 49 C 83 Brahmaur Dalhousie 2/000 Spiti T H Nurpur 47 Dharmshala 72 45 Baijnath 19 55 I 82 48 17 Indora Jawali 29 KANGRA I Palampur 56 B 18 78 30 Baroh KULLU Hangrang B 79 Jaisinghpur Jogindarnagar Fatehpur 57 56 Dera Gopipur START OF PROJECT ROAD E Puh N 12 23 53 57 Amb HAMIRPUR Sarkaghat MANDI 68 Banjar Km : 0/000 Nadaun DADHOL T A 16 26 Nichar 13 91 KINNAUR UNA Bhoranj 25 0/ A Thunag Nermand Kalpa Morang TO 00 09 Barsar Chachyot G 40 76 Ani 28 19 0 21 15 Sundarnagar Rampur HU J 20 65 Ghumarwin 08 21 TRANCHE-1 ROAD 10 M 62 33 Karsog BILASPUR Kumharsain 15 Dodrakwar Sangla AR 41 14 11 32 61 Bilaspur 04 Seoni 54 69 Rohru W IN OSR-09 _ DADHOL-LADROUR ROAD N Arki SHIMLA 60 A L Nalagarh 14 H Kotkhai Jubbal Theog C Junga 07 01 N Kasauli Kandaghat U SOLAN A 06 02 10 Chaupal LEGEND:- 06 09 Rajgarh R MDR ROADS P A Pachhad OSR ROADS Renuka Shilla A STATE BOUNDARY T SIRMAUR DISTRICT BOUNDARY Nahan N T TAHSIL BOUNDARY Paonta A DISTRICT 04 03 05 U 05 TAHSIL Y R A H UTTAR PRADESH NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND LOCATION MAP DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/LM-001 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR - DADHOL - LADROUR 01 01 01 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\Location Maps\Tranche-1 Traffic\OSR-09 Location Map\2019 08 19 14 09. LM-OSR_Dadhol - Ladrour_14.5 Km.dwg TYPICAL CROSS SECTIONS EROW 10500 ABSOLUTE MINIMUM PROW 5250 5250 ROADWAY 7300 EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY RIGHT OF WAY RIGHT OF WAY 1000 600 900 5500 900 600 1000 EARTHEN CARRIAGEWAY EARTHEN SHOULDER SHOULDER PC L 3.0% 2.5% FRL 2.5% 3.0% BITUMINOUS CONCRETE DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 1A INTERMEDIATE LANE CARRIAGEWAY NEW CONSTRUCTION / REALIGNMENT IN RURAL SECTIONS AS PER EROW 12500 ABSOLUTE MINIMUM PROW ROADWAY 6250 ROADWAY 6250 ROADWAY 7300 EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY 1000 600 900 5500 900 600 1000 UTILITY EARTHEN CARRIAGEWAY EARTHEN UTILITY CORRIDOR SHOULDER SHOULDER CORRIDOR RIGHT OF WAY RIGHT OF WAY PC L PARTIAL RECONSTRUCTION FRL 3.0% 3.0% 2.5% 2.5% UTILITIES UTILITIES 300 300 EXISTING ROAD BITUMINOUS CONCRETE VARIES (3000 to 3500) DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 1B INTERMEDIATE LANE CARRIAGEWAY RECONSTRUCTION IN RURAL SECTIONS (CONCENTRIC WIDENING) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS- 001 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 01 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg 12600 ABSOLUTE MINIMUM PROW 7350 5250 900 CARRIAGEWAY 5500 900 600 EARTHEN EARTHEN RIGHT OF WAY SHOULDER SHOULDER 1 1 HILL PC EC L L PARTIAL RECONSTRUCTION FRL 2.5% 3.0% 3.0% 2.5% BREAST WALL BITUMINOUS CONCRETE 300 300 DENSE BITUMINOUS MACADAM EXISTING ROAD WET MIX MACADAM VARIES (3000 to 3500) GRANULAR SUB BASE TYPICAL CROSS SECTION - 1C INTERMEDIATE LANE CARRIAGEWAY IN RURAL SECTIONS BREAST WALL ON LEFT SIDE TOE WALL ON RIGHT SIDE (ECCENTRIC WIDENING) 12600 ABSOLUTE MINIMUM PROW 5250 7350 600 900 CARRIAGEWAY 5500 900 EARTHEN EARTHEN RIGHT OF WAY SHOULDER SHOULDER 1 1 EC PC HILL L L PARTIAL RECONSTRUCTION 3.0% 2.5% FRL 2.5% 3.0% BREAST WALL FOR TYPICAL BREAST WALL DETAILS SHALL BE AS PER STANDARD DWG. NO: HP/DAD-LAD/MISC-020 300 300 (REFER IS CODE 14458:1998) BITUMINOUS CONCRETE EXISTING ROAD DENSE BITUMINOUS MACADAM VARIES (3000 to 3500) WET MIX MACADAM GRANULAR SUB BASE TYPICAL CROSS SECTION - 1D INTERMEDIATE LANE CARRIAGEWAY IN RURAL SECTIONS BREAST WALL ON RIGHT SIDE TOE WALL ON LEFT SIDE (ECCENTRIC WIDENING) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS- 002 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 02 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg 12500 ABSOLUTE MINIMUM PROW RIGHT OF WAY RIGHT OF WAY 6250 6250 ROADWAY 7300 900 5500 900 EARTHEN CARRIAGEWAY EARTHEN SHOULDER SHOULDER PC L PARTIAL RECONSTRUCTION FRL 3.0% 3.0% 2.5% 2.5% 300 300 EXISTING ROAD BITUMINOUS CONCRETE VARIES (3000 to 3500) DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE TYPICAL CROSS SECTION - 1E INTERMEDIATE LANE CARRIAGEWAY IN RURAL SECTIONS (CONCENTRIC WIDENING) BREAST WALL ON BOTH SIDES PROW 10000 ABSOLUTE MINIMUM PROW 5000 5000 1000 1000 250 5500 250 1000 1000 UTILITY FOOTPATH CARRIAGEWAY FOOTPATH UTILITY CORRIDOR CUM DRAIN SHYNESS SHYNESS CUM DRAIN CORRIDOR BUILDING LINE BUILDING LINE PAVER PEDESTRIAN BLOCKS RAILING PC L PARTIAL SAND BED RECONSTRUCTION 2.5% FRL 2.5% VARIES VARIES UTILITIES UTILITIES 300 300 EXISTING ROAD VARIES (3000 to 3500) BITUMINOUS CONCRETE DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 2A INTERMEDIATE LANE CARRIAGEWAY IN BUILT-UP SECTIONS WITH FOOTPATH CUM DRAIN (CONCENTRIC WIDENING) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS-003 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 03 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg 8430 ABSOLUTE MINIMUM PROW 4215 4215 1000 465 5500 465 1000 CUM UTILITY CUM UTILITY CARRIAGEWAY FOOTPATH CORRIDOR FOOTPATH CORRIDOR BARRIER BARRIER TYPE KERB TYPE KERB BUILDING LINE BUILDING LINE PAVER BLOCKS SAND BED PEDESTRIAN PC L RAILING PARTIAL RECONSTRUCTION 2.5% FRL 2.5% UTILITIES UTILITIES 300 300 EXISTING ROAD VARIES (3000 to 3500) BITUMINOUS CONCRETE DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 2B INTERMEDIATE LANE CARRIAGEWAY IN BUILT-UP SECTIONS WITH BARRIER KERB TYPE (CONCENTRIC WIDENING) 8350 ABSOLUTE MINIMUM PROW 3350 5000 600 5500 250 1000 1000 CARRIAGEWAY FOOTPATH UTILITY SHYNESS CUM DRAIN CORRIDOR VILLAGE / HOUSES BUILDING LINE EXISTING RETAINING WALL PAVER PC BLOCKS L PARTIAL SAND BED RECONSTRUCTION 2.5% FRL 2.5% VARIES LINED "V" DRAIN UTILITIES 300 300 EXISTING ROAD VARIES (3000 to 3500) BITUMINOUS CONCRETE DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 2C INTERMEDIATE LANE CARRIAGEWAY IN BUILT-UP SECTIONS WITH FOOTPATH CUM DRAIN ON RHS, EXISTING RETAINING WALL ON LHS (CONCENTRIC WIDENING) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS- 004 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 04 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg 12350 ABSOLUTE MINIMUM PROW 7350 5000 900 5500 250 1000 1000 EARTHEN CARRIAGEWAY FOOTPATH UTILITY SHOULDER SHYNESS CUM DRAIN CORRIDOR BUILDING LINE PAVER PC BLOCKS L PARTIAL SAND BED RECONSTRUCTION FRL 3.0% 2.5% 2.5% VARIES UTILITIES 300 300 EXISTING ROAD BITUMINOUS CONCRETE VARIES (3000 to 3500) DENSE BITUMINOUS MACADAM WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 2D INTERMEDIATE LANE CARRIAGEWAY RECONSTRUCTION IN BUILT-UP SECTIONS (CONCENTRIC WIDENING) BREAST WALL ON LHS 12350 ABSOLUTE MINIMUM PROW 5000 7350 1000 1000 250 5500 900 UTILITY FOOTPATH CARRIAGEWAY EARTHEN CORRIDOR CUM DRAIN SHYNESS SHOULDER BUILDING LINE PAVER BLOCKS PC L SAND BED PARTIAL RECONSTRUCTION FRL 2.5% 2.5% 3.0% VARIES UTILITIES 300 300 BITUMINOUS CONCRETE EXISTING ROAD DENSE BITUMINOUS MACADAM VARIES (3000 to 3500) WET MIX MACADAM GRANULAR SUB BASE SUB GRADE TYPICAL CROSS SECTION - 2E INTERMEDIATE LANE CARRIAGEWAY RECONSTRUCTION IN BUILT-UP SECTIONS (CONCENTRIC WIDENING) BREAST WALL ON RHS NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS-005 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 05 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg 11000 ABSOLUTE MINIMUM PROW 3650 7350 RIGHT OF WAY 900 CARRIAGEWAY 5500 900 EXISTING EARTHEN SHOULDER SHOULDER 1 1 EC PC HILL L L PARTIAL RECONSTRUCTION 2.5% FRL 2.5% 3.0% BREAST WALL 300 EXISTING ROAD VARIES (3000 to 3500) BITUMINOUS CONCRETE DENSE BITUMINOUS MACADAM WET MIX MACADAM VALLEY GRANULAR SUB BASE TYPICAL CROSS SECTION - 3 INTERMEDIATE LANE CARRIAGEWAY IN RURAL SECTIONS (DEEP VALLEY ON RIGHT SIDE & BREAST WALL ON LEFT SIDE) (ECCENTRIC WIDENING) 11000 ABSOLUTE MINIMUM PROW RIGHT OF WAY 7350 3650 HILL 7300 900 CARRIAGEWAY 5500 900 RIGHT OF WAY SOIL PROFILE EXISTING SHOULDER 1 1 LAND SLIDE "W" BEAM CRASH BARRIER PC EC L L 2.0% FRL 2.0% PROPOSED BREAST WALL 1500 (MIN) EXISTING ROAD (3000) FLEXIBLE PAVEMENT PAVEMENT QUALITY CONCRETE (PQC) LAND SLIDING LOCATIONS RCC CUTOFF DRY LEAN CONCRETE (DLC) VALLEY WALL GRANULAR SUB BASE (GSB) TYPICAL CROSS SECTION - 4 INTERMEDIATE LANE CARRIAGEWAY AT LAND SLIDE LOCATIONS) (ECCENTRIC WIDENING) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS-006 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 06 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND TYPICAL CROSS SECTIONS DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/TCS-007 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR: DADHOL - LADROUR 07 07 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\TCS\tranche-1\OSR\9.OSR\16.10.2019\Typical Cross Sections.dwg STRIP PLAN DB GL HRD BW CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND LEGEND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/LD- 001 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, 9.OSR - DADHOL - LADROUR 01 01 Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. E-mail: info@satragroup.in, Web: www.satragroup.in Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\03. Legend\Tranche-1\OSR\9.OSR\Legend For Strip Plan.dwg DADHOL LADROUR W N s E 0/ L1 00 0 C L2 B ,2 ,2 0+ 2A ER CP 00 OW L3 0 R- 2 L4 PR OW L5 ER L6 OW ER OW 25. 8 PR L7 OW L8 R1 0/1 ER L9 00 OW R2 ERO W R3 R4 L1 0 PRO ERO W W R5 0+1 ERO R6 W L1 00 R7 0/200 1 EROW R8 PRO W R9 R EROW 1 0 ERO W R1 PROW 1 0/300 25.8 R1 2 R1 EROW 0+20 3 PROW 0 EROW EROW 0+300 R1 R1 5 4 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 0+000 TO 0+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-001 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 01 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E ER W O PR OW 0/7 00 ER OW OW ER 0+ PR OW 70 0 OW ER ER OW PR 0/ OW 60 0 ER OW L1 3 OW 0+ ER L1 60 PR L1 OW 1 EROW 0 EROW 2 EROW ERO R20 0/400 PROW W ER OW 0/300 OW 25.8 ER PROW 25.7 CPR1 (Hand Pump 0/50 EROW EROW PROW ) PRO EROW W 0+400 0 R15A OW 0+300 ER ERO W R1 5 R19 0+50 R1 R18 R1 7 6 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 0+300 TO 0+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-002 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 02 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E L15 L14 EROW ERO W ER O W EROW PROW EROW 0/80 EROW EROW PR 0 PROW O 0/700 EROW W 25.8 PROW PROW 0/9 0/600 00 PROW W ERO 0+ 90 PR EROW 0+800 EROW 0 OW EROW EROW R2 ER 0+700 2 OW R2 0+600 ERO 1 (F W en cin g) 00 ER 0 OW 1+ ER O W PR 00 25 OW 1/0 .8 ER OW PR OW ER OW 0 10 ER OW 1+ ER 00 W O PR R2 OW 1/1 ER 3 OW R2 4 ER OW PR OW EROW L16 EROW NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 0+700 TO 1+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-003 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 03 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR PR ER ER OW OW OW W N s E ER ER O OW W 00 1 1+ 0 10 1/ PR OW ER ER O OW W R23 RO P W R24 L16 L22 ERO W L18 L21 ERO L20 L17 W EROW L19 EROW EROW EROW EROW 1/5 EROW 25.8 EROW 1/300 PROW R2 00 PROW 1/2 PROW 5 00 PROW 1/400 PR PROW OW PROW EROW CP ER W EROW ERO 1+500 OW R EROW -2 ( 1+2 EROW 1+300 S EROW cho 00 1+400 ol F CP 4B CP R3 CP R2 enc CP CP CP R2 R3 R3 R-4 R2 1 CP R2 R- R3 6A R-4 R3 ing R-3 R-4 3 8 2 R-4 6 R2 R3 R3 C 7 R-5 0 R3 E 7 ) 9 D 6 5 (Te A 4 (Ele mp c. P le tree ole ) ) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 1+100 TO 1+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-004 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 04 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E L2 4 L25 L23 EROW EROW EROW EROW L22 PROW 1/800 ERO PROW 1/700 W EROW PROW PROW EROW EROW EROW EROW 12 PRO EROW /500 W EROW 1/60 1+800 5.8 PROW 1+700 0 ERO W PROW R39 EROW EROW 1+500 EROW 1+60 0 R38 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 1+500 TO 1+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-005 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 05 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E L40 L41 L39 L38 L37 L2 L36 EROW 5 2/200 PROW ER OW PROW CPR-3 L35 ERO EROW W PR L34 O 2+200 ER W OW L33 2 /1 ER O L32 W 00 PR R4 R4 OW R4 ER 5 6 7 OW L31 R4 4 1/8 ER 2+ O 00 W ER 10 OW L30 0 L29 PR W O ER OW 1+ L28 ER 8 O W 00 L27A ER OW ER R4 OW 3 PR L25A OW L26 L27 PR OW 22 ER 2/0 O .8 W 00 PR OW OW ER 1/9 ER OW EROW 0 0 2+ 00 0 PROW R4 1+ 0 90 W ERO W ERO 0 R4 R4 2 1 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 1+800 TO 2+200 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-006 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 06 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E L4 9 L4 8 L4 EROW 7 ERO W L5 PROW L4 L4 0 L4 4 5 6 L4 ER 2/4 OW L4 2 2/5 .8 EROW 00 1 ERO EROW W 00 ER 22 OW ER PR OW 2/300 OW ERO W PROW PR W O 2+ PRO W PR 40 PROW ER OW ER OW OW 0 2+ EROW 2/20 ERO W 50 EROW 0 0 ERO 2+300 W R49 Hand pump ER OW 2+2 2/60 ER OW R48 R47 00 0 CPR-6 (Health Center) R46 PR OW ER OW R45 R50 2 +60 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 2+200 TO 2+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-007 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 07 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E ERO W EROW 2/600 EROW EROW 2/900 PRO W ERO PROW 3/000 W L5 23.3 2 PR OW PROW L5 ER 1 OW EROW EROW ER ERO 2+900 ERO W 2+ W OW 6 PR ERO 00 W O W PRO 2/80 W 3+000 ERO 0 W PRO W ERO 2+8 W 00 ER OW ERO W ER OW R53 2/70 PROW R52 0 R51 2+700 EROW NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 2+600 TO 3+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-008 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 08 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR ERO W R62 L56A CPR R61 PRO -6 W W N ERO s 3+40 W 0 E ERO W 3/4 00 ER ER O W R60 OW PR CPR-8 (Rai W O CPR-7 (Tem n shelter) PR pl OW e) ER ER OW OW 3/3 00 3+ 30 0 ER OW 23.3 ERO ER W OW R59 EROW PR OW PROW EROW 3/100 R58 PROW EROW PROW ERO 3/200 W 3+000 ER W O EROW PROW R57 EROW 3+100 R56 3+2 EROW R55 00 R54 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 3+000 TO 3+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-009 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 09 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR s W E CP N -6A R EROW ER OW EROW L5 3/70 8 0 ERO EROW W 3/8 00 ER OW W RO E L5 OW PR PROW PR CP 7 OW R- L5 ER OW 6 6 O ER A W 3+700 ER OW 3/6 EROW EROW EROW 00 EROW PROW ER OW PROW CP 3/500 3+6 3/400 OW 23.4 R- OW PROW 7 ER PR 00 OW PROW ER EROW 3/900 EROW EROW EROW 3+500 3+400 R61 R62 R63 3+ 80 OW 0 ER CP R- 9( Te mp le) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 3+400 TO 3+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-010 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 10 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E EROW 4/000 21.5 ER OW PR OW L6 W PRO L5 0 ER 9 O W A ERO W 3+900 ER OW L5 PR OW 9 ER O W ERO EROW W OW W PRO ER 4/1 CP ER EROW 4/200 ER OW R- 00 O PROW W 7 PR OW 3/900 CP PROW R- W ERO 9( ER EROW OW EROW Te EROW 4+00 3+ mp PR 4+100 O 80 W le R0 ) R6 R6 0 64 R6 5 8 R6 6 7 ER W O 3+700 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 3+800 TO 4+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-011 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 11 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W PR s ER OW O W ER N O W E PR OW 4/ 60 0 4+ ER ER 5 OW O 00 W ER OW ER OW PR OW PR OW 4/5 ER OW ERO W 00 21. 5 ER 4+ OW 400 ER O 4/ W 20 ERO W 0 ER OW PR OW PR R68 O W 4/4 4+ 00 30 ER 4+ PR O 0 W OW 1 ER 00 OW ER W O ER PO RWO W ER OW 4/3 W ERO 00 ER O W PROW ER OW 4+200 R69 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 4+100 TO 4+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-012 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 12 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s L63 N L64 L62A E L64A L62 L61A EROW L61 L60D OW ER L60C 4/90 ER OW 0 PROW PRO L60B W ERO W W PR CPR- ERO OW 4/8 8 00 ER OW 4+7 4 L60A ER +8 O W EROW 0 0 0 0 ER OW PR O ER W 21 O W .5 5 PROW /0 00 EROW ER O EROW W PR O ER W OW PROW 4+600 +9 4 0 0 4/700 ER O W ER O W ERO PR 5 OW / W 10 ER 0 OW ER O W ER OW PR O W ER PR W O O W ER 5+ W O 00 0 ER PR O W OW R70 4/ 60 0 4+ R71 ER 50 O W 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 4+500 TO 5+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-013 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 13 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s L6 E 9 PR O ER 5/ 23 W O 50 W .7 0 L6 L6 L6 8 CP 7 5 R- L6 9 6 CP R- W EROW ERO ER PR EROW 8A O W OW 5/400 EROW EROW EROW 5/300 EROW PROW PROW PROW 5/200 PROW PROW W R8 PROW ERO EROW EROW 1 EROW EROW 5+300 R EROW EROW EROW 5+100 5+200 R7 5+000 R8 R7 5A 0 2 R7 79 R7 CP R7 R7 R7 5 6 R7 R- 8 7 4 15 3 R7 R7 (E 2 R7 A 1 lec 0 po le) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 5+000 TO 5+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-014 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 14 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E L72 L73 L74 L71 EROW EROW EROW L70 PROW 5/700 ER OW 5/600 PRO W L69 PROW ERO W EROW EROW PR ERO OW L67 W 5+500 L68 ER ER CPR- OW O ER W 5+ OW 600 10 ER 23.7 5/5 O W R84 PR ER OW OW 00 PR R83 OW R85 5+4 5/8 ERO PRO W 00 CPR- 00 W ER OW ER OW 16 (R 5+ ER OW 00 3 otary R79 EROW R86 hospit R82 R81 5+70 R80 R87 l) a 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 5+300 TO 5+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-015 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 15 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR N W E s L7 6 L7 5 L7 7 L9 ERO L7 L9 2 ERO W W 8 L7 L80 L8 L90 1 6/000 9 L8 9 22.2 PROW L8 L81 L8 8 1 A 7 L8 2 EROW ER OW EROW L8 6 PR OW L8 (S ER OW 3 ho p) OW ER ER OW OW PR 5+ OW OW L8 PR 5/9 90 ER 5 R9 PR W R 7 R9 96 O RO 00 0 5+ W E 6/ L8 OW 5 ER O 20 4 80 ER W CP 6+1 0 0 R- 1 7 00 (H R ER an R9 94 O W RO W d 6/1 3 E pu ER W ER m OW ER O 00 p) O R9 W 2 PR OW R9 PR ER PR O CP 8C W O OW W R- 18 ER OW (H R9 an 1 d R A pu 5+7 R9 91 m R9 B0 p) R9 00 ERO W 0A 0 6+000 R8 R8 7 R8 9 8 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 5+700 TO 6+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-016 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 16 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg t. hospital) DADHOL CPR-29 (Gov LADROUR N t. hosp ital) CPR-28 (Gov EROW E W PROW EROW L110 6/800 s L109 R118 CPR-27 R117 L108 R116B R116 PR ER R116A 00 OW OW L1076 6 L10 6+ L 05 1 d pump) L104 ERO CPR-26 (Han L103 W CPR-25 L102 L101 R115 ER R114 O W 0 ER R113 70 O W 6/ PR L100 R113A O W L99 L98 l Toilet) L95 CPR-24 (Schoo L97 L93 L96 OW OW PR ER ER PR ER O O 00 OW W L94 W 5 6+ CPR-23 (School) 6/4 ER O W 00 l) ER CPR-22 (Schoo W OW O Temple) PR CPR-19 (Small 6+3 R108 l wall) EROW CPR-21 (Schoo EROW ERO W R1 07 00 R106 6/300 6/500 PROW 22.2 W R105 O 11 W ER L92 CPR O EROW ER ER W O PRO A W R105 ER PROW PR EROW OW L91 ERO W R104 O W EROW R97 6/600 L90 R103 R98B R109 ER 6+200 L89 R98A CPR-20 R110 O OW W 6+ PR R98 R102 L88 R96 4 R98C R99 1 00 R100 R10 R95 PROW 6+100 R94 R111 EROW EROW EROW R93 R112 ) Shop A L86 ( R112 mp) 6/200 R92 (H a nd pu -18 CPR L85 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 6+100 TO 6+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-017 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 17 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E L1 11 CP ER O R-1 W 3( 6/9 00 Ma PROW ER hila OW ER ma PR OW OW nd ali) W ERO 6+ L1 09 L1 80 10 0 L1 R12 121 ER 08 OW R W ERO 2 ER W OW ERO R12 9 6/8 ER W ERO O L1 106 W EROW L1 04 PR PRO W R11 7/100 OW L L1 03 0 PRO 07 0 05 W 0 L1 R12 R12 R11 R12 L1 01 ER 7/0 6+70 OW 4 02 3 L1 8 5 PROW 00 PRO 18 EROW W ERO W .6 0 EROW CPR CPR ER OW EROW PRO -30 - 7+000 29 ( W CPR Gov EROW -28 R1331 t. ho R13 R1 (Go R13 R12 6+90 2 R12 R11 27 3 spit vt. h R12 CPR 0 ERO 9 R10 al) 8 8 7 osp W - 26 ital) R11 116B R 6+ 7 6 R11 6A ER 00 R11 OW 6 CPR PR-25 6/7 00 -26 C ER OW (Ha PR OW R11 nd pu 5 R11 mp) 4 R11 3 R11 3A NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 6+600 TO 7+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-018 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 18 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W N s E L11 2 L11 3 ERO W L11 PRO 4 W PROW ER ERO OW W ERO W 7/30 0 7+2 EROW ERO W ER PROW EROW OW 7/100 ERO 00 W PRO W ERO 7/4 W EROW PROW 7/200 PROW 00 PROW ER ERO EROW W PRO ERO OW W W EROW 7+30 ER 7+100 EROW OW 7+00 R132 0 R134 R133 R135 0 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 7+000 TO 7+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-019 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 19 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E 7/90 ERO W 0 PR OW PROW ER OW 00 7+7 L113 EROW EROW L114 L125 7/800 L124 ER 7/ OW EROW 00 4 PROW L115 ER L116 O PR PROW W O EROW W ER PR O OW W L117 L118 L119 7+300 ER O CPR-14 W EROW ER OW 7/5 PROW L121 L123 L120 L122 18. 00 EROW ER 7 O PROW W PR 7/600 EROW OW O ER 7+ W 60 ER 7/7 R135 OW W ERO R136 0 ER 7+400 00 R146A R146 OW R136A R145 R144 R143 7+ R137 50 R138 PROW R138A ERO 0 R138B W R142 R138C8D R141 R13 R138E R138F R140 R139 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 7+300 TO 7+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-020 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 20 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E ER PRO OW W 8/1 00 ER O PR W OW ER OW EROW PROW 8/200 W ERO ER O W ER W O PROW 7+ W ERO L126 EROW ERO W 90 0 8+0 R1 00 49 R1 8+100 ER 8/0 50 OW 00 18 ER O .7 W PR EROW O W PR PROW O W W ERO 7/900 ERO PROW EROW ER W OW 7+700 ERO W R1 R1 7+800 48 47A R1 47 L125 ERO W 7/8 00 ER OW PRO W ER OW NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 7+700 TO 8+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-021 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 21 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR s W E N ERO W OW PR 8/ 00 2 EROW 8+500 W W O O ER PR P ERR OW OW OW PRO ER W 8/6 OW EROW ER 00 + 8 1 R1 00 W ER 50 OW PR O OW ER 8/3 L1 ER OW W 31 00 O ER PR ERO OW W PR OW OW PREROW L1 32 .0 8/ 8+4 50 17 OW ER 0 00 ER OW ER 8+2 OW O ER W W O PR 8/4 00 CP OW 00 R-3 ER 6 (R CP R-3 7 (H ain sh and utt pum er) W ER O p) OW PR ERO W R1 R1 51 52 8+300 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 8+100 TO 8+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-022 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 22 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 8+500 TO 8+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-023 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 23 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E L13 L14 L14 L14 L14 9 1 0 2 L13 3 L13 EROW 4 L13 W ERO 8 L14 L13 PROW 7 6 6 L13 L14 EROW L14 ER W O 5 4 9/ 9/100 5 30 EROW 9/2 0 W ERO PRO W 0 EROW PROW OW 0 ER ER 9+100 W OW ERO EROW EROW PR PR OW PRO W O W ERO 9/400 W PROW ERO W R1 PROW 9+30 EROW 55 R1 W ERO 9+000 54 R1 EROW 0 8+ CP 5 90 R1 R1 R 3 ER 9+2R R1 0 -38 R1 OW 65 6 5 R1 6 6 R12 4 ( 3 R1 Ha 01 R1 6 R1 61 0 59 n CP 58 57 dp 60 CP R- mp u 3 R- 9 4 ) ( Sm 0 (H all an Te d p m um ple p) ) NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 8+900 TO 9+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-024 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 24 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E L14 7 L14 8 L14 9 L15 L14 L15 0 6 EROW EROW 1 EROW L15 EROW 9/500 PROW PROW 2 22.5 L15 9/600 ERO W W ERO 3 L15 PROW 4 PROW EROW EROW EROW EROW 9/70 9+400R16 OW R1 PR ER 0 R1 O W 70 9+50 9+30 W 6 R1 ERO R1 R1 9 L15 71 66 8 6 0 0 7 5 OW PR ER O W OW ER CP R- L15 41 6 9+ L15 9/ 60 80 7 OW 0 L15 0 ER PR OW 8 ER OW ER OW O PR W 9+700 R1 72 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 9+300 TO 9+700 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-025 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 25 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 9+700 TO 10+100 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-026 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 26 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 10+100 TO 10+500 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-027 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 27 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E L16 1 EROW L16 L1 6 L16 4 5 3 L16 ERO W ER OW L16 2 PRO 0 W EROW 10 OW 10/8 PR / EROW 90 PROW L 15 CP OW 0 PRO ER 10+70 00 11/000 9 19.7 W R-1 EROW ER 22.5 OW 7 ER OW ER O 0 W W W PRO R1 PRO EROW ER 83 ER O O W W EROW R 10 10+8 18 R1 R1 +6 9 ER C 88 EROW R1 84 OW 00 PR R1 R1 W 00 PRO 10 R1 87 85 -4 86 +9 82 6 10/700 00 ER O W 10 R1 PROW 81 + C 5 PR EROW 00 R1 -45 80 R1 R1 R1 79 R1 78 R1 9 75 0 R1 77 76 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 10+500 TO 10+900 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-028 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 28 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 10+900 TO 11+300 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-029 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 29 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N E ER OW 11/600 L172 L171 EROW PR PR OW OW ER EROW W O EROW ERO ER ERO W OW ER W PROW 11 OW PR OW +4 11/700 19.8 11/5 00 ER EROW O W 19.7 PROW EROW 00 ER OW PROW PR EROW OW ERO W 11+300 11+5 EROW 11/ 800 00 ER O W 1+ 1 PR OW 6 ERO 00 W NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 11+300 TO 11+600 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-030 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 30 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR W s N L17 OW E ER 2 ER O W PR OW PR OW ER OW PR WO ER 12/ OW 200 11+ ER 600 11 L17 OW ER / OW 80 3 0 W 12+ L17 ERO 000 PR OW 4 L17 L17 5 6 L17 ER OW OW ER ER OW 7 EROW OW PR L18 PR OW 2 L18 11 L18 PR 1 /90 OW OW ER 0 L17 12 ERO ER 0 W 11 W O RO W /10 E 9 +7 OW L17 PR 0 00 8 EROW 11+ ER OW ER O W PROW 900 EROW R1 12/0 20.50 97 PROW 0 EROW EROW 11+800 R1 CP 98 -4 R 7A NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 11+600 TO 12+000 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-031 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 31 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR s W E N L1 93 L1 C -2 CP P 92 R- 0 R 19 C L1 4 P ER R- L1 OW 83 21 8 L1 85 ER OW L1 86 12 L1 W ERO PR /60 87 OW L1 L1 0 89 88 ER ER OW O W PR OW 12 EROW /30 W ROW PRO E 12 12 0 +4 /2 ER PR 00 OW O 00 12+ W ER O W R1 EROW L1 10 99 R1 PR 91 A ERO W O L1 99 W ER PRO W 0 W O ER 90 O W 12 12 +0 /40 OW R2 ER 0 0 06 0 12/50 W EROW ERO W PRO 20.5 R2 12+20 ER OW R2 05 0 ERO 04 W W O ER 0 PROW 12+300 EROW R2 R R R2 03 02 201 200 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 12+000 TO 12+400 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-032 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 32 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR s W E N L1 96 EROW EROW PROW EROW 12/900 EROW W PRO 12/800 PROW 13/0 20.5 EROW ER ERO W PR OW EROW 0 12+700 OW W PRO 0 EROW W ERO PR OW 12+8 12+60 L1 ER OW 95 0 0 0 ERO W 12/ 700 L1 ER OW 94 ER OW PR W O L1 93 12+ L1 PR 92 OW 500 ER OW ER OW CP R- 47 (H an 12 d pu /60 m p) 0 ER OW 12 +4 00 R2 06 NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 12+400 TO 12+800 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-033 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 33 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg DADHOL LADROUR NOTES: CLIENT: CONSULTANT: PROJECT: JOB No. : 01041055 TITLE : 0 STRIP PLAN CONSULTANCY SERVICES FOR DETAILED FEASIBILITY OF ABOUT 2000 KMS. AND DETAILED ENGINEERING DESIGN INCLUDING SOCIAL, ENVIRONMENTAL AND ROAD A3 SAFETY SAFEGUARDS FOR UPGRADATION WORKS OF 650 KM. ROAD LENGTH AND FROM CH : 12+800 TO 13+208 MAINTENANCE WORKS OF 1350 KM. ROAD LENGTH OF CORE ROAD NETWORK OF HIMACHAL PRADESH FOR THE PROPOSED H.P. STATE ROADS TRANSFORMATION DRAWING NO : HP/DAD-LAD/SP-034 HIMACHAL PRADESH ROAD AND OTHER INFRASTRUCTURE SATRA INFRASTRUCTURE MANAGEMENT SERVICES PVT.LTD. DEVELOPMENT CORPORATION LIMITED. PROJECT (HPSRTP)IN THE STATE OF HIMACHAL PRADESH #1-8-359 to 363, 5th Floor,Centre Point Building,SP Road, Begumpet, ROAD NAME : 34 34 Tel: +91 40 2784 0040, Fax: +91 40 2784 0050, E-mail: info@satragroup.in, Web: www.satragroup.in 9.OSR : DADHOL - LADROUR Bhawan, Nigam Vihar, Shimla- 171002, Himachal Pradesh. Z:\01041055-HPSRTP\04 Designs\01 Highways\02 Drawings\Working\STRIP PLAN FOR EXISTING ENVIRONMENTAL FEATURES\Tranche-1\OSR\9.OSR\09.OSR Strip Plan Layouts.dwg Appendix 9 – Transect Walk Survey Formats Appendix 10 - Ecological Investigations along the Project Road Corridor BIOLOGICAL ENVIRONMENT Present biodiversity study of the project/road corridor (Dadhol-Ladrour) was carried out to generate baseline information on biodiversity; to understand the ecological status of biological elements; to predict the probable impacts due to the proposed up gradation/widening activities on bio resources; and to suggest possible remedial and mitigation measures in anticipation of these impacts. The prime aim of the study was ensuring ecological sustainability in the project area. Present primary study was carried out in the month of September 2019. Forest Ecosystem The state Himachal Pradesh encompasses tropical to temperate forests, alpine meadows and snow, high biodiversity and endemism, oaks-centered biodiversity, predominance of evergreen forests with a one year life span. The state has a wide ecological range because of relatively larger variation in altitude, latitude and rainfall and its seasonality. Based on the interpretation of satellite date pertaining to Oct-Dec. 2015, the forest cover in the state is 15,100 Km which is 27.12% of the state’s geographical area. In terms of forest canopy density classes, the state has 3,110 Km2 under very dense forest, 6,705 Km2 under moderately dense forest and 5,285 Km2 under open forest present in the state (ISFR, 2017). Forest type mapping using satellite data has been undertaken by Forest Survey of India with reference to Champion & Seth’s classification and as per this assessment, the state has 38 forest types which belong to 8 forest type groups, viz. Tropical Moist Deciduous, Tropical Dry Deciduous, Subtropical Pine, Himalayan Moist Temperate, Himalayan Dry Temperate, Sub Alpine Forests, Moist Alpine Scrub and Dry Alpine Scrub (ISFR, 2011). 22.35 % 44.21 % 9.37 % 2.73 % Group 9 Subtropical Pine Forests 3.79 % Group 5 Tropical Dry Deciduous Forests 4.85 % Gropu 3 Tropical Moist Deciduous Forests 6.48 % Plantation/ToF 0.65 % Group 16 Dry Alpine Scrubs 5.77 % Group 15 Moist Alpine Scrubs Group 14 Sub Alpine Forests Group 13 Himalayan Dry Temperate Forests Fig 1. Forest Type Groups in the state of Himachal (Source: ISFR, 2011) The Dadhol-Ladhror road corridor falls in the Bilaspur District of the Himachal Pradesh. District Bilaspur comprised with a forest cover of 32.13% (375 Km2) is one of the dense forested districts having rich floral and faunal diversity. As far as the forest classification on the basis of canopy density classes, there is a total of 23 Km 2 under very dense forest, 161 Km 2 under moderately dense forest and 191 Km2 under open forest present in the district. There is no forest area falls within the present road corridor and Chhanjiar forest is the only prominent Forest recorded 2 km away from road corridor near Dadhol. Chhanjiar forest is a sub - tropical pine forest that comes under the Bharari Range of Forest Division Bilaspur. The natural vegetation along road corridor is limited to scrub crop of Khair-Sissoo along with bamboo clums at some places. The whole road corridor has a thin line of natural vegetation both sides. Beside natural vegetation, prominent agro-forestry practices are also present in the project zone. Agro-forestry Ecosystem Agro-forestry ecosystems are the only biodiverse areas along the project corridor that are illustrated by various seasonal agriculture and horticulture crops. Many agroforestry tree species like Grewia optiva, Celtis australis, and many Ficus spps. are present in cropland areas. There is a very good agriculture belt all along the project area. Wheat and mustard are the main crops whereas Maize and Spices are being cultivated in the area as cash crops. Aquatic Ecosystem There is no prominent aquatic ecosystem present in the study area. Govind Sagar Dam is the nearest water body in the region which is about 8-10 km away from present project corridor. Floral Diversity The proposed widening zone of the project comprised with a luxuriant growth of invasive species like Ageratum conyzoides, Eupatorium adenophorum, Parthenium hysterophorus and Lantana camara along with some scattered tree and shrub species. The vegetation sampling has been done adjacent to proposed widening zone of the project to enumerate species composition and understand stand structure. Methodology for Vegetation Study Although there is no notified forest area present in the road corridor, but a strip of natural vegetation is present both sides of road. A random sampling approach has been followed to capture the natural vegetation in the study area. Table 1. Details of Vegetation Sampling Locations Sl. No. Sampling Location Lat-Long 1. Near Ghandalvi Village 31.57N, 76.63E 2. Near Ladhiyani Village 31.51N, 76.74E The size of sampling unit (quadrat) has been determined by using the species-area-curve method. Quadrats of 10m x 10m were laid out to examine the tree layer in the direct impact zone as well as buffer zone. Within these sample plots, two 3m x 2m plots were laid out randomly for sampling shrub layer. To collect information on ground layer and other herbaceous species, five quadrats of 1m x 1m size were laid out within the tree quadrats. Species-wise counting of all individuals has been carried out in each quadrat along with their CBH (Circumference at Breast Height) or DRC (Diameter at Root Collar). Data analysis: The structural aspect of vegetation such as frequency, density, abundance and dominance (basal area) were determined following Mishra (1968). Importance Value Index (IVI) was computed for all the species by adding the relative values of frequency, density and dominance following Curtis & McIntosh (1950). Species distribution was calculated by Abundance to Frequency ratio following Curtis and Cottom (1956). Species diversity was computed using Shannon-Weaver Index (Shannon and Wiener 1949). H′ = Σ (ni/N) × ln (ni/N) Where, H′ = Shannon’s index of species diversity ni = Total number of individuals of one species N = Total number of individuals of all the species in one stand. Results Taxonomic Diversity & Species Composition A total of 60 species of Angiosperm and one species of Pteridophyta has been recorded in primary sampling carried out for community structure in the study area. Presence of plant species is presented in Table 2&3. Table 2. Taxonomic diversity recorded from the study area Angiosperm 60 Pteridophytes 01 Table 3. List of plant species recorded in primary vegetation sampling Threatened Status Sl. No. Species Taxonomic Group Medicinal/NTFP (CAMP, (Invasive) 2010) 1 Acacia catechu Angiosperm Yes 2 Adhatoda vasica Angiosperm Yes 3 Agave americana Angiosperm Yes 4 Ageratum conyzoides Angiosperm Yes 5 Albizia chinensis Angiosperm 6 Amaranthus viridis Angiosperm 7 Arundinella bengalensis Angiosperm Threatened Status Sl. No. Species Taxonomic Group Medicinal/NTFP (CAMP, (Invasive) 2010) 8 Asparagus adscendens Angiosperm Yes 9 Barleria cristata Angiosperm Yes 10 Bidens biternata Angiosperm 11 Boehmeria platyphylla Angiosperm 12 Bombax ceiba Angiosperm Yes 13 Carissa opaca Angiosperm 14 Cassia fistula Angiosperm Yes 15 Cassia tora Angiosperm 16 Cissampelos pareira Angiosperm 17 Clematis gouriana Angiosperm 18 Colebrookea oppositifolia Angiosperm 19 Commelina benghalensis Angiosperm 20 Cynodon dactylon Angiosperm 21 Dalbergia sissoo Angiosperm 22 Debregeasia longifolia Angiosperm 23 Dendrocalamus strictus Angiosperm Yes 24 Desmodium elegans Angiosperm 25 Dioscorea bulbifera Angiosperm 26 Emblica officinalis Angiosperm Yes 27 Eupatorium adenophorum Angiosperm Yes Threatened Status Sl. No. Species Taxonomic Group Medicinal/NTFP (CAMP, (Invasive) 2010) 28 Euphorbia hirta Angiosperm 29 Ficus bengalensis Angiosperm 30 Ficus roxburghii Angiosperm 31 Fragaria nubicola Angiosperm 32 Gerardiana diversifolia Angiosperm 33 Grawia optiva Angiosperm 34 Ipomea carnea Angiosperm 35 Lantana Camara Angiosperm Yes 36 Morus alba Angiosperm 37 Murraya koenigii Angiosperm Yes 38 Oroxylum indicum Angiosperm Yes 39 Oxalis corniculata Angiosperm 40 Parthenium hysterophorus Angiosperm Yes 41 Phyllanthus niruri Angiosperm 42 Pilea scripta Angiosperm 43 Pilea umbrosa Angiosperm 44 Saccharum spontaneum Angiosperm 45 Sida cordata Angiosperm 46 Smilax aspera Angiosperm 47 Solanum nigrum Angiosperm Yes Threatened Status Sl. No. Species Taxonomic Group Medicinal/NTFP (CAMP, (Invasive) 2010) 48 Stellaria media Angiosperm 49 Syzygium cumini Angiosperm 50 Thalictrum foliolosum Angiosperm 51 Thysanolaena maxima Angiosperm 52 Tinospora cordifolia Angiosperm Yes 53 Toona ciliata Angiosperm 54 Tridax procumbens Angiosperm 55 Urtica dioca Angiosperm 56 Vernonia cinerea Angiosperm 57 Vitex negundo Angiosperm 58 Woodfordia fruticosa Angiosperm 59 Xanthium indicum Angiosperm 60 Ziziphus sp Angiosperm 61 Adiantum Caudatum Pteridophyta Dominant Plant species & Stand Density Acacia catechu, Dalbergia sissoo, Morus alba, and Grawia optiva found regularly distributed in tree layer throughout project corridor. Dominant shrub species recorded from study area were Murraya koenigii, Adhatoda vasica, Lantana camara and Carissa opaca. A predominance of herb species like Ageratum conyzoides, Parthanium hysterophoros, Bidens biternata and Tridax procumbens was recorded in the study area along with various grass species. List of dominant vegetation at different sampling locations is given below: Table 4. List of dominant plant species at different sampling locations Tree Shrub Herb Location-I Acacia catechu, Dalbergia Carissa opaca, Murraya Ageratum conyzoides, sissoo, Morus alba koenigii, Adhatoda vasica Parthanium hysterophoros, Bidens biternata Location-2 Dalbergia sissoo, Morus Adhatoda vasica, Murraya Ageratum conyzoides, Tridax alba, Grawia optiva koenigii, Lantana camara procumbens, Parthanium hysterophoros As far as the tree density values of sampling locations are concerned, it was found higher (228 trees/ha) at location-II whereas herb (138500 herbs/ha) and shrub (2544 shrubs/ha) densities were higher at sampling location-I (Fig 2.). Tree Density (ha) 250 228 200 144 150 100 50 0 Location 1 Location-2 (A) Stand density in tree layer (ha-1) Shrub Density (ha) 2600 2544 2500 2400 2300 2200 2128 2100 2000 1900 Location 1 Location-2 (B) Stand density in shrub layer (ha-1) Herb Density (ha) 160000 138500 140000 120000 100000 83000 80000 60000 40000 20000 0 Location 1 Location-2 (C) Stand density in herb layer (ha-1) Fig 2. Density values of tree, shrub and herb layers at different sampling locations Species Diversity (H’) Shannon diversity index (H’) for tree layer was found higher (2.08) at sampling location -II than sampling location-I (1.85). H’ values in shrub layer vary from 2.16 (sampling location-II) to 2.18 (sampling location-I). In herb layer, H’ was recorded higher (2.59) as compare to sampling location -I (2.52) (Fig 3.). Diversity 3 2.59 2.52 2.5 2.18 2.16 2.08 2 1.85 1.5 Location 1 Location-2 1 0.5 0 Tree Shrub Herb Fig 3. Shannon Diversity Index (H') at various sampling locations Existence of National Park, Sanctuary, Biosphere Reserve No National Park, Wildlife Sanctuary, Biosphere Reserve and any other notified sensitive area is present in the study zone of this road corridor. No wildlife corridor and animal crossing sites has been detected within the project corridor. A troupe of monkeys (about 100-130 in numbers) has been recorded Near Ladhiyani village during primary study and it is presumed that the area is sensitive to road kill. Endemic & RET Species All the recorded plant species from the present study were assessed for their conservation status by cross checking with red data book of Indian plants (Nayar and sastry, 1987-1990) and none of the plant taxa was found under RET category. Oroxylum indicum was the only species recorded from the study area comes under threatened category (CAMP, 2010). Faunal Diversity Mammals In order to study the mammals of the study area, 2-3 km long transects and trails were walked. Direct sighting and calls as well as indirect evidences such as scats, pugmarks, scraps, horns and other trophies were recorded during the survey walk. Secondary data as well as information elicited from the local people were also noted for the presence and absence of wild animals in the study area. A total of 23 mammalian species has been recorded/reported from study area. Table 5. Mammalian fauna recorded from the study area during primary study Sl. No. Name Scientific Name 1 Rhesus Macaque Macaca mulatta 2 Langur Semnopithecus hector 3 Red Muntjac Muntiacus muntjak 4 Sambar Rusa unicolor 5 Wild Pig Sus scrofa 6 Jungle Cat Felis chaus 7 Palm Civet Paradoxurus hemaphroditus 8 Indian Civet Viverricula indica 9 Grey Mongoose Herpestes edwardsi Sl. No. Name Scientific Name 10 Indian Mongoose Herpestes auropunctatus 11 Stripped Hyaena Hyaena hyaena 12 Golden Jackal Canis aureus 13 Indian Hare Lepus nigricollis 14 Grey Shrew Crocidura attenuata 15 House Shrew Suncus murinus 16 Porcupine Hystrix indica 17 Palm Squirrel Funambulus pennantii 18 Indian Gerbil Tatera indica 19 Long tailed tree mouse Vandeleuria oleracea 20 House Mouse Mus musculus 21 Indian Flying fox Pteropus giganteus 22 Dormer's Bat Scotozous dormeri RET Mammals No species has been reported in the project area which is under Schedule-I category of Indian Wildlife Protection Act-1972. During primary survey, no such endangered species encountered which comes under the Rare and endangered category of IUCN. Avifauna Avifauna was also sampled by using the same trails used for mammals. A prismatic field binocular (Nikon ACULON A211 10x50) was used for the bird watching during survey walk. 06 to 09 AM hrs has been used for bird survey during this study. Most of the birds have been identified in the field by using the field guide. A total of 70 Bird species has been recorded during this study (Table 6.). Table6 -Avifauna sighted/recorded during the present study Sl. No. Name Scientific Name 1 Black Francolin Fracolinus Francolinus 2 Red Junglefowl Gallus Gallus 3 Kalij Pheasant Lophura leucomelanos 4 Cheer Pheasant Catreus Wallichii 5 Pallid Harrier Circus cyaneus 6 Eurasian Sparrowhawk Accipiter nisus 7 Steppe Eagle Aquila nipalensis 8 Water Rail Rallus aquaticus 9 Common Pigeon Columba livia 10 Oriental Turtle Dove Streptopelia orientalis 11 Eurasian Collared Dove Streptopelia decacto 12 Spotted Dove Stigmatopelia chinensis 13 Rose-ringed Parakeet Psittacula krameri 14 Plum- headed Parakeet Psittacula cyanocephala 15 Common Hawk Cuckoo Hierococcyx sparveriodies 16 Indian Cuckoo Cuculus micropterus 17 Eurasian Cuckoo Cuculus canorus 18 Himalayan Cuckoo Cuculus saturatus 19 Asian Koel Eudynamys scolopaceus 20 Common Hoopoe Upupa epops 21 Indian Roller Coracias benghalensis Sl. No. Name Scientific Name 22 White-throated Kingfisher Halcyon smrnensis 23 Common Kingfisher Alcedo atthis 24 Green-Bee-eater Merops orientalis 25 Great Brbet Megalaima virens 26 Blue-throated Barbet Megalaima asiatica 27 Speckled Piculet Picumnus innominatus 28 Himalayan Woodpecker Dendrocopos himalayensis 29 Common Lora Agithina tiphia 30 Long-tailed Minivet Pericrocotus ethologus 31 Black Drongo Dicrurus macrocercus 32 Ashy Drongo Dicrurus leucophaeus 33 Yellow-bellied Fantail Chelidorhynx hypoxantha 34 Eurasian Jay Garrulus glandarius 35 Black-headed Jay Garrulus lanceolatus 36 Yellow-bellied Blue Magpie Urocissa flavirostris 37 Red-billed Blue Magpie Urocissa erythrorhyncha 38 Grey Treepie Dendrocitta formosae 39 Large-billed Crow Corvus macrorhynchos 40 Eastern Jungle Crow Corvus (macrorhynchos) Levaillantii 41 House Crow Corvus splendens 42 Great Tit Parus major Sl. No. Name Scientific Name 43 Coal Tit Periparus ater 44 Himalayan Bulbul Pycnonotus leucogenys 45 Red-vented Bulbul Pycnonotus cafer 46 Jungle Prinia Prinia sylvatica 47 Common Tailorbird Orthotomus sutorius 48 Brown-flanked Bush Warbler Cettia fortipes 49 Grey-sided Bush Warbler Cettia brunnifrons 50 Lemon-rumped Warbler Phylloscopus chloronotus 51 Grey-hooded Warbler Phylloscopus xanthoschistos 52 Rusty Scimitar Babbler Pomatorhinus horsfieldii 53 Common Babbler Turdoides caudata 54 Jungle Babbler Turdoides striata 55 Oriental White-eye Zosterops palpebrosus 56 Common Myna Acridotheres tristis 57 Blue Whistling Thrush Myophonus caeruleus 58 Black-throated Thrush Turdus atrogularis 59 Oriental Magpie Robin Copsychus saularis 60 White-capped Redstart Chaimarrornis leucocephalus 61 Little-Forktail Enicurus scouleri 62 Spotted Forktail Enicurus maculatus 63 Grey Bushchat Saxicola ferreus Sl. No. Name Scientific Name 64 Mrs Gould's Sunbird Aethopyga gouldiae 65 House Sparrow Passer domesticus 66 Russet Sparrow Passer rutilans 67 Grey Wagtail Motacilla cinerea 68 White Wagtail Motacilla alba 69 Rock Bunting Emberiza cia 70 Indian Peafowl Pavo cristatus RET Birds: Among recorded/reported avifauna, Common peafowl (Pavo Cristatus), Cheer Pheasant (Catreus wallichii) and Kalij Pheasant (Lophura leocomelanos) comes under Schedule-I (part III) category under Wildlife Protection Act-1972. Herpatofauna: House Lizard (Hemidactylus brookii) was sighted during primary study in the study area. Monitor lizard (Varanus bengalensis) was also reported from study area along with Rat Snake (Ptyas mucosa), Indian Cobra (Naja naja), and Common Indian Karait (Bungarus caeruleus). Among recorded Herpatofauna species, Monitor Lizard has placed in Schadule-I list of Wildlife Protection Act-1972. Fish and Fisheries: There is no prominent water body recorded from study area hence, fishing is totally absent. Appendix 11 - Photographs Of Sensitive Locations of the Project Road START POINT A RAIN SHELTER ROAD CONDITION A SCHOOL AT BHARARI A TEMPLE End Point Appendix 12 - Environmental Monitoring Test Result Appendix 13 - GoHP’s Strategy To Rehabilitate Areas Infested With Invasive Alien Plant Species (Exotic Weeds) In Himachal Pradesh Strategy to Rehabilitate Areas Infested with Invasive Alien Plant Species (Exotic Weeds) in Himachal Pradesh: A Concept Note Introduction Large scale invasion of the Himachal’s landscape by alien plant species over the past 20 odd years has become a cause of serious concern from the ecological, biodiversity, socio-economic and health point of view. Even as the list of alien plant species having become invasive in the State is fairly long, it is the following four exotic weed species that need priority attention: a. Lantana camara L. (Lantana, Fulnu-buti, Panch-phulli, Ujrhu): This Tropical American species belongs to family Verbenaceae and has been declared as Weed of National Significance by more than 60 countries across the globe. It has come to occupy almost all the forest and non-forest areas in the sub-tropical belt in the State badly affecting the native floral diversity and availability of grass. b. Parthenium hysterophorus L. (Carrot Weed, Congress Grass, Gajar ghas, Chatak Chandni): A member of family Asteraceae and a native of Tropical America, this herb is an aggressive colonizer of degraded areas with poor ground cover and exposed soil such as agricultural fallows, wastelands, roadsides, soil dumps, overgrazed pastures and degraded forests. The species, in addition to its adverse ecological impacts, has become a serious health hazard, causing allergic reactions in human beings. c. Ageratum conyzoides L. (Goat Weed, Neel-phulnu): This noxious herb, a member of family Asteraceae, is a native of Tropical America. It has come to occupy agricultural fields, wastelands, plantations, pastures and all forest types, posing a serious threat to the indigenous vegetation in the State. d. Eupatorium adenophorum Sp. (Crofton Weed): A member of family Asteraceae, this shrub is a native of Mexico. It forms dense thickets in fallow and wastelands, degraded forests and forest fringes out-spacing the indigenous species. The plant also causes allergic reactions and is a potential health hazard. The above invasive alien plant species, with major incidence in the subtropical and lower temperate areas in the State, have come to affect the quality of forests and the pasture lands. What is more worrying is that their incidence seems to be increasing every year at a quite fast ‘Speed of Spread’. No wonder that the problem of alien weeds has been recognized as the priority management subject during this International Year of Forests, 2011. State’s Grazing Advisory Committee has also been raising concerns about the spread of these weeds and their affect on the pasture lands and grass availability. The issue has also become a subject of regular discussion in the State Assembly. Extent of Spread A forest-wise reconnaissance, carried out during March 2011 across the State, has brought out that Lantana alone has invaded 1.5 lakh hectares of forest lands. Similarly, the other three main exotic weeds (Parthenium, Ageratum, Eupatorium) have been recorded to occur over 0.50 lakh hectares of forests, especially pastures. In addition, these exotic weeds have also come to occupy most of the roadsides and the waste lands. The road length, passing through the sub-tropical/ lower temperate zone in the State being approximately 20,000 kms with an average of 2.5 m berm on either side of these roads, the area under the exotic weeds along roadsides works out to an estimated 10,000 hectares. More than 80% of the exotic weed infestation along road sides is on account of Parthenium, Ageratum and Eupatorium. Data about extent of spread of exotic noxious weeds on wastelands/ fallow lands is not available. However, assuming that the exotic weeds occupy most of the lands classified as barren/ unculturable; culturable wastes and fallow in the sub-tropical/ lower temperate zones (apprx. 1500 km2), the area under the exotic weeds on such lands works out to an estimated 1.5 lakh hectares. About 80% of this infestation is with Parthenium, Ageratum and Eupatorium. An idea about the enormity of the problem at hand can be had from the consolidated figures presented in the table below: Estimated Infestation of Invasive Alien Species (Area in ha.) Description of land Total (Area in ha.) Others (Parthenium, Lantana Ageratum, Eupatorium) Forest land 1,50,000 50,000 2,00,000 Road sides 2,000 8,000 10,000 Lands classified as barren; 25,000 1,25,000 1,50,000 cultivable wastes & fallow Total (Area in ha.): 1,77,000 1,83,000 3,60,000 Analysis of the data presented in Table above reveals that whereas ‘Lantana’ is the major noxious species of forest habitats under the administrative control of HP Forest Department, it is Parthenium, Ageratum and Eupatorium that form the major exotic weed species along road sides and on lands classified as barren, culturable wastes and fallow, major chunk of which is privately owned. Whereas the incidence of Parthenium is largely restricted to degraded and newly opened drier sites along roads and forest fringes, the other three invasive alien species tend to occupy all possible vacant places even under tree canopy. Even as Eupatorium and Ageratum show a clear preference for moister locales and show gregarious occurrence, at many places these share the niche and grow in an intimate mix with Lantana. It is, therefore, imperative that the management strategy should focus on comprehensive rehabilitation of areas infested with exotic weeds and not merely limit itself to any specific exotic weed species. Another issue that has emerged from the recent survey is the ‘Speed of Spread’ of invasive alien species, with more than 40% of the infestation reported as having taken place over the past decade only. There being little control over the various extraneous factors contributing to the spread of exotic weeds, viz. cutting of lands for roads and projects, muck dumping, uncontrolled grazing, innate biological traits of weeds, etc. the infestation is still continuing at an alarming rate. The fast changing life style, that include abandoning of marginal farm lands and voluntary keeping the surrounds clear of weeds, has only added to the pace of spread of these exotic weeds. Past Efforts at Management of Invasive Alien Species in the State By H P Forest Department: Some efforts at management of these weeds, especially in the forests sector in the State and revolving around mechanical/ cultural and chemical methods, have been made. Limited efforts at use of Lantana for making low cost furniture, coal brickets and compost have also been made in the past. However, these management efforts, revolving mainly around mechanical removal of the exotic weeds, have been too few and too far spread to create any significant impact. An idea about the scale of intervention can be had from the fact that over the past three years, only about 1,700 hectare of forest area has been tackled under the weed management program. Moreover, these efforts were largely taken up as one time interventions at weed removal and were not focused on rehabilitation of the treated area. Most of the past efforts have not yielded desired results due to lack of focus on long-term follow up system. Chemical methods (involving mainly application of glyphosate) at control of Lantana/ Parthenium were abandoned after initial trials due to concerns about their adverse environmental implications. Associating Lantana removal to use has also not found favour with the local communities, the outputs/ returns from using cut Lantana for furniture, bricketting or composting being not considered commensurate with the effort required for its use. By Other Organisations: The Himachal Pradesh Agriculture University has been working to develop successful models of managing exotic weeds. It has also been, around Palampur, spearheading Parthenium eradication campaigns in association with educational institutions and civil society organisations. However, these campaigns have been too limited to create large scale impact. Major learning from the past efforts at eradication of invasive alien plant species is that such efforts need to be integrated with rehabilitation of treated areas and should be of long-term duration for effective results. Strategy for Management of Invasive Alien Species on Forest Lands A two-day workshop was organized by the Himachal Pradesh Forest Department at Sundernagar on 22-23 April 2011 with a view to come out with the following broad outputs – 1) documentation of species-wise/ forest-wise spread of major exotic weed species 2) documentation and review of the past efforts at weed management 3) emergence of a comprehensive strategy to rehabilitate the areas infested with the major weed species The workshop was attended by the subject matter experts from within and outside Himachal Pradesh, forest managers, researchers, academicians, representatives of line departments and representatives of Civil Society Organisations. The workshop was inaugurated by Mr. Vinay Tandon, Pr. Chief Conservator of Forests, Himcahal Pradesh. Prof. R. K. Kohli, Chairman Botany Department, Punjab University and IUFRO Chair on Invasive Alien Species delivered the Key Note address. The highlight of the technical sessions was forest Circle-wise presentations by the Conservators of Forests, giving detailed status of exotic weeds on forest lands in their respective circles. The invited subject matter experts included Prof. N N Angiras (KV, Palampur), Prof. M K Seth (HPU, Shimla), Dr. S S Samant (G B Pant Institute, Mohal) and Dr. Kuldip Dogra (Research Fellow), who shared their experience related to the status and management strategies of exotic weeds. Mr. Santosh Kumar, Conservator of Forests, Chandigarh presented a case study about successful Lantana management interventions in Sukhna Wildlife Sanctuary. Dr. Anjan Kalia (representing CSO, Palampur) shared his perspective regarding the need to undertake eradication of Parthenium through ‘people’s movement’. The two day deliberations on the issue resulted in the emergence of a draft strategy for management of exotic weeds in the State, highlights of which are presented below: Core Principles of the Strategy are set out as below  Contain Further Spread: To set up biennial monitoring protocols to keep watch over the spread of exotic weeds and take immediate remedial measures to remove recent infestations, if any.  Complete Rehabilitation of Infested Areas: It will involve shift from the present methods of ‘one time removal of weeds’ to ‘complete rehabilitation’ of the treated areas. Under this approach all the four above mentioned noxious exotic weeds will be tackled simultaneously. For this a comprehensive system of long-term follow up action with appropriate budgetary support will be evolved.  Reliance on only Mechanical/ Manual Methods: In view of their environmental/ ecological concerns, the rehabilitation measures will NOT employ any Chemicals/ Biological methods of exotic weed control.  Natural Resilience of Native Flora to be the basis of Rehabilitation Action: The natural regeneration of indigenous plant species on treated sites will be encouraged and facilitated to establish towards better environmental and ecological services, including fodder, fuel, water recharge, etc.  No Exotic Plant Species to be used to Rehabilitate Treated Sites. No potentially invasive exotic species – (viz. Leucaena leucocephala, Prosopis juliflora, Teak, Darek, Silver Oak, Jatropha curcus, Tecoma stans, etc.) – will be used for plantations in the areas under weed management, because of their deleterious effect on the native flora.  Rehabilitation to start from Low Intensity Infestation Areas and to progress towards areas with Heavy Infestation: Rehabilitation activities will start from the fringes of infestation zone with lower intensity infestation and will progress towards the heavily infestation areas. This approach will (i) allow tackling larger areas with the given financial resources and result in creating quick visible impact, and (ii) help in containing further spread of exotic weeds.  Priority Rehabilitation of Heavily Infested Critical Habitats: Rehabilitation of heavily infested areas as starting point will be taken up only in limited number of carefully selected critical habitats like grazing grounds near habitations. Such sites will then act as nucleus from where rehabilitation activity will radiate to adjoining areas of high infestation.  Multi-Stakeholder Participation: Since all landscape elements in the State are already infested with noxious exotic weeds, the departments/ agencies dealing with different land use elements would need to join hands to effectively tackle this menace.  Working under Campaign Mode: The problem being enormous, it would need building larger societal consensus and engaging civil society organizations and local people/ social groups to effectively tackle this problem. It is possible under a campaign mode for which viable implementation mechanism would be evolved. Methods for Strategy Implementation  Forest Beat will be the Unit for Rehabilitating Exotic Weed Infested Areas: It will create comprehensive visible impact and show quick results of rehabilitation action. - Forest beats with lowest infestation will be selected first. - Within the selected beat, rehabilitation action will start from the areas with least infestation. - Heavily infested critical habitat in the selected beat, if any needed to be tackled on priority basis, will be selected/ approved by the concerned DFO. - Financial resources available for the purpose under various schemes will be converged to rehabilitate all areas under the selected beat in the shortest possible time.  All Noxious Exotic Weed Species will be Tackled Simultaneously: All the noxious exotic weeds will be tackled simultaneously on the selected area to ensure complete rehabilitation of the infested areas.  Method of Removing Exotic Weeds will be as under: The invasive plant species will be removed by employing only mechanical/ manual methods, as given below: - Lantana will be cut by using Cut Root Stock (CRS) method i.e. cutting the bushes below the soil to prevent coppicing (Annexure-II). - Other exotic weeds will be uprooted/ cut along the ground.  The following will be standardized for effective implementation of exotic weed management initiative: - Cutting tools/ techniques - Calendar of rehabilitation activities - Cost models  A three year intensive maintenance of the treated areas and periodic follow up (every 3 years?) thereafter will form integral part of the rehabilitation program till the areas gets fully rehabilitated.  Local people, through existing community groups, will be actively engaged to participate in rehabilitation of exotic weed infested areas. Funding Options The State Forest Department will explore funding possibilities for this initiative under State CAMPA/ NPV funds; Centrally Sponsored Schemes (‘Control & Eradication of Forest Invasive Species’ under Intensification of Forest Management Program); Regular Departmental Plantation Schemes; and MNREGA. State CAMPA/ NPV: An initial allocation for rehabilitation of 1000 hectares per year under State CAMPA/ NPV funds has already been made. CAT Plans: Rehabilitation of areas infested with invasive alien plant species also forms integral part of some of the CAT Plans (e.g. UHL Stage-III). There is a need to work out the total areas to be tackled for the purpose under various CAT Plans in the State to know the total extent of areas being tackled under this budget head. MNREGA: This scheme offers a great potential for management of exotic weed infested areas. However, there are certain issues that need to be sorted out for achieving effective results. The major issues being (a) inclusion of exotic weed removal as integral part of the Panchayat’s annual development agenda, (b) making available able bodied registered beneficiaries at right time of the year to handle this strenuous work, often away from the habitations (c) incorporation of nursery raising as one of the approved activities under the scheme, (d) provision for at least three year maintenance of the treated areas. Management of Invasive Alien Species on Non-Forest Lands As already brought out, a large chunk of non-forest land mass in the State is also facing increasing invasion of alien plant species. The situation is especially severe along road sides and waste lands/ fallow lands where heavy infestation by noxious exotic weeds has not only resulted in reduction in the traditional grazing grounds but has also become a cause of serious health hazard. The State Rural Development Department, Agriculture Department, Horticulture Department, Public Works Department and the Municipal bodies will initiate appropriate measures for management of noxious weeds on non-forest areas based on the broad strategy principles as brought out above. It is expected that the above strategy will effectively guide the program to manage invasive alien plant species in the State in a time bound manner. Forest Circle-wise incidence of exotic weeds on forest lands, as recorded during January-March 2011, is given in below table. Circle-Wise Incidence of Exotic Weed Infestation in Forest Areas (based on field data collected by field offices during January-March 2011) Forest Area under the Invasion of Circle Lantana Ageratum Parthenium Eupatorium Total Nahan 21,456.99 4,302.51 4,260.73 595.87 30,616.10 Bilaspur 55,941.55 0 0 0 55,941.55 Mandi 7,900.00 2,360.00 10,260.00 Hamirpur 12,680.00 0 0 0 12,680.00 Dharamshala 47,403.00 12,810.00 60,213.00 Shimla 4,060.89 0 1,100.00 0 5,160.89 Rampur 0 0 0 0 0 Chamba 4,631.77 132.91 68.5 85.4 4,918.58 Kullu 575.7 0 284.3 137.25 997.25 WL (S) 475.06 683.98 611.44 190.5 1,960.98 WL (N) 1,160.00 54 0 1,239.00 2,453.00 WL (GHNP) 0 0 0 0 0 Total 1,56,284.96 20,343.40 6,324.97 2,248.02 1,85,201.35 Note: 1. As the data was collected during winter months when species like Eupatorium & Parthenium are still in dormancy, their incidence seems to be under-reported. 2. More than one species of exotic weeds seem to occur either in an intimate mixture or in distinct gregarious patches in the same forest. 3. Thus, any strategy for their management needs to be focus on rehabilitation of areas by simultaneously removing all exotic weed species and should not be species specific. Compiled by: CCF (Fl. Div., NTFP & Res. Mgmt.) Sundernagar Method for Removal of Lantana Removal of adult clumps using ‘Cut Root Stock’ (CRS) method: This method involves cutting the main tap root of Lantana plant beneath the ‘coppicing zone’ (transition zone between stem base and rootstock). This method of removal involves engagement of 2–3 individuals to work in a group for the removal of Lantana if the clumps are too large to be handled by one individual after the rootstock is cut. The steps involved in the cut rootstock method are: (i) The person, who engages in removal of Lantana, is positioned in a way that he stands near centre of the Lantana clump with his back facing the clump and holding the handle of digger (kudal). (ii) Using the specially designed digger, the person cuts the main rootstock of Lantana 3–5 cm below the soil surface by hitting the rootstock 3 or 4 times; while hitting the rootstock the blade of the digger gets lodged into the main tap root, and at this point it is useful to move the handle of the digger in the forward direction away from the body of the person so as to severe the connection of the clump with the main tap root. In case the clumps of Lantana form impenetrable thickets, it is advantageous to cut the rootstocks of 3 –4 contiguous clumps to make the removal operation convenient. It may be noted that the branches of Lantana clumps should not be slashed/cut to gain access to the centre of the clump for its removal by cut rootstock method. The branches of Lantana thicket formed by more than one clump should be lifted and tipped over from one end by using a wooden or bamboo pole of about 1.5 –2.5 m long and diameter 5–6 cm which is inserted just below the branches from one side and rolled over easily by two workers holding the pole at either end and pressing it so as to reach the centre of the clump. Such manual handling of impenetrable thicket makes it possible to reach the centre of clump easily, as otherwise its umbrella type canopy makes it difficult to reach the main stem. Such physical manoeuvre also minimizes or prevents regeneration from rooted cut branches when they fall on the ground. (i) Lift the clump/(s) and place the clump/(s) upside down. If the clump is not placed upside down, the prostrate rooted branches and the aerial old branches having aerial roots at nodes may develop into adult plants when they come in contact with the soil. Therefore, the upside –down orientation of cut clumps is critical in the prevention of regeneration of Lantana from cut clumps. It may be noted that Lantana does not produce root suckers. (ii) After drying the clumps, the clumps may be used as fuel or burnt at the same site or all the dried clumps may be collected at one place and then burnt. The best time for removal of Lantana is just before rainy season, i.e. when the plants are not in flowering and fruiting. Appendix 14 - Village Wise - Census & Economic Details Appendix 14 - Data_census & economic Socio Economic Impact Assessment for Proposed Project Socio economic Details of the Revenue Villages No_HH TOT_M TOT_P TOT_F M_LIT M_ILL P_LIT P_ILL F_LIT Name F_ILL M_06 M_SC M_ST P_06 P_SC P_ST F_06 F_SC F_ST S.No TRU 1 Kothi (285) Rural 82 357 178 179 28 15 13 17 8 9 0 0 0 303 151 152 54 27 27 Ghandalwin 2 (281) Rural 259 1082 517 565 114 51 63 171 78 93 2 1 1 863 442 421 219 75 144 3 Tikri (323) Rural 24 92 46 46 5 3 2 0 0 0 0 0 0 77 41 36 15 5 10 Mihara 4 (291) Rural 127 532 278 254 46 27 19 54 29 25 0 0 0 427 234 193 105 44 61 Badsara 5 (292) Rural 33 164 79 85 21 12 9 10 5 5 0 0 0 128 65 63 36 14 22 Panjaila 6 (258) Rural 3 17 9 8 1 1 0 17 9 8 0 0 0 13 7 6 4 2 2 Lethawin 7 (296) Rural 60 295 151 144 34 22 12 48 25 23 0 0 0 228 121 107 67 30 37 Gatwar 8 (295) Rural 50 214 101 113 30 16 14 77 36 41 0 0 0 166 78 88 48 23 25 Ladhyani 9 (294) Rural 192 915 474 441 81 43 38 231 117 114 1 1 0 737 404 333 178 70 108 Bhater 10 (298) Rural 67 289 127 162 33 13 20 62 25 37 0 0 0 245 107 138 44 20 24 Dadhol Kalan 11 (265) Rural 215 956 450 506 105 47 58 243 115 128 0 0 0 734 376 358 222 74 148 Padyalag 12 (267) Rural 137 631 323 308 58 31 27 196 95 101 0 0 0 518 278 240 113 45 68 Lehri Sarail 13 (272) Rural 569 2639 1271 1368 298 148 150 654 323 331 0 0 0 2026 1040 986 613 231 382 Bari Kalan 14 (269) Rural 53 277 135 142 36 23 13 32 12 20 0 0 0 211 108 103 66 27 39 Bari Khurd 15 (268) Rural 17 92 46 46 11 5 6 0 0 0 0 0 0 73 37 36 19 9 10 Total 1888 8552 4185 4367 901 457 444 1812 877 935 3 2 1 6749 3489 3260 1803 696 1107 % 4.53 100.00 48.94 51.06 10.54 5.34 5.19 21.19 10.25 10.93 0.04 0.02 0.01 78.92 40.80 38.12 21.08 8.14 12.94 Socio Economic Impact Assessment for Proposed Project Details of the Work Participation in the Study Area NON TO TO TO TOT_ TOT_ MAIN MAI MARG MARG MARG NON_ NON_ S.N TOT_W MAINW _WO Name TRU No_HH T_ T_ T_ WORK WORK WORK NWO WORK WORK WORK WORK WORK o ORK_M ORK_P RK_ P M F _P _F _M RK_F _P _M _F _P _M F Bharari Taluka Bilaspur Distrcit of Himachal Pradesh Kothi 1 (285) Rural 82 357 178 179 148 83 65 148 83 65 0 0 0 209 95 114 Ghandal win 108 2 (281) Rural 259 2 517 565 553 272 281 257 235 22 296 37 259 529 245 284 Tikri 3 (323) Rural 24 92 46 46 45 17 28 23 14 9 22 3 19 47 29 18 Mihara 4 (291) Rural 127 532 278 254 269 132 137 76 59 17 193 73 120 263 146 117 Badsara 5 (292) Rural 33 164 79 85 91 40 51 91 40 51 0 0 0 73 39 34 Panjaila 6 (258) Rural 3 17 9 8 14 7 7 6 5 1 8 2 6 3 2 1 Lethawi 7 n (296) Rural 60 295 151 144 171 83 88 121 68 53 50 15 35 124 68 56 Gatwar 8 (295) Rural 50 214 101 113 113 49 64 99 47 52 14 2 12 101 52 49 Ladhyan 9 i (294) Rural 192 915 474 441 554 293 261 336 225 111 218 68 150 361 181 180 Bhater 10 (298) Rural 67 289 127 162 168 70 98 13 13 0 155 57 98 121 57 64 Dadhol Kalan 11 (265) Rural 215 956 450 506 534 255 279 168 127 41 366 128 238 422 195 227 Padyala 12 g (267) Rural 137 631 323 308 285 177 108 264 158 106 21 19 2 346 146 200 Lehri Sarail 263 127 136 13 (272) Rural 569 9 1 8 1323 687 636 922 528 394 401 159 242 1316 584 732 Bari Kalan 14 (269) Rural 53 277 135 142 89 66 23 49 39 10 40 27 13 188 69 119 Socio Economic Impact Assessment for Proposed Project Details of the Work Participation in the Study Area NON TO TO TO TOT_ TOT_ MAIN MAI MARG MARG MARG NON_ NON_ S.N TOT_W MAINW _WO Name TRU No_HH T_ T_ T_ WORK WORK WORK NWO WORK WORK WORK WORK WORK o ORK_M ORK_P RK_ P M F _P _F _M RK_F _P _M _F _P _M F Bari Khurd 15 (268) Rural 17 92 46 46 27 22 5 24 20 4 3 2 1 65 24 41 855 418 436 Total 1888 2 5 7 4384 2253 2131 2597 1661 936 1787 592 1195 4168 1932 2236 48. 51. 26.1 % 4.53 100 94 06 51.26 26.34 24.92 30.37 19.42 10.94 20.90 6.92 13.97 48.74 22.59 5 Appendix 15 - Village Wise – Amenities Annexure 3.2 Social Amenities in the Study Area Pre - Primary School Private Pre - Primary School School (in Centre Centre Welfare Govt Secondary School (Numbers) Primary Health Centre (Numbers) (Nursery/LKG/UKG) (Numbers) (Nursery/LKG/UKG) (Numbers) Govt Primary School (Numbers) Govt Middle School (Numbers) Area Nearest Village/Town Name Secondary Sub Maternity And Child Health Total Geographical Primary Heallth Total Households Sub District Name Centre (Numbers) CD Block Name Govt Senior Village Name Community (Numbers) (Numbers) (Numbers) Hectares) Govt Bharari Kothi (285) Ghumarwin 58.79 82 0 0 0 0 0 0 MAHARAN 0 0 0 0 Bharari Ghandalwin (281) Ghumarwin 214 259 0 1 1 1 0 0 MARHANA 1 0 1 0 Bharari Tikri (323) Ghumarwin 23.91 24 0 0 0 0 0 0 MARHANA 0 0 0 0 Bharari Badsara (292) Ghumarwin 53.02 33 0 0 0 0 0 0 BHARQATRI 0 0 0 0 Bharari Lehri Sarail (272) Ghumarwin 543 569 1 0 1 1 1 1 1 0 1 1 Bharari Bari Kalan (269) Ghumarwin 43.38 53 0 0 0 0 0 0 DAGHOL 0 0 0 0 Bharari Bari Khurd (268) Ghumarwin 12.06 17 0 0 0 0 0 0 DAGHOL 0 0 0 0 Bharari Panjaila (258) Ghumarwin 17.32 3 0 1 1 1 0 0 DAGHOL 0 0 0 0 Bharari Lethawin (296) Ghumarwin 39 60 0 0 0 0 0 0 BHARARI 0 0 0 1 Bharari Gatwar (295) Ghumarwin 37 50 0 0 0 0 0 0 BHARARI 0 0 0 0 Bharari Ladhyani (294) Ghumarwin 175.31 192 0 0 0 0 0 0 BHARARI 0 0 0 0 Bharari Bhater (298) Ghumarwin 41 67 0 1 0 1 0 0 BHARARI 0 0 0 0 DAGHOL Bharari Dadhol Kalan (265) Ghumarwin 173 215 0 0 0 0 0 0 KHURD 0 0 0 0 Bharari Padyalag (267) Ghumarwin 98.83 137 0 0 1 0 0 0 DAGHOL 0 0 1 0 Social Amenities in the Study Area and Net Sown Area Area under Non-Agricultural (Status (Status Total Unirrigated Land Area (in Tree Crops etc. Area (in Area Irrigated by Source (in Barren & Un-cultivable Land Current Fallows Area (in (in Hand Pump Functioning All (April- Permanent Pastures and Other Land Under Miscellaneous Culturable Waste Land Area Hand Pump Functioning in Fallows Land other than September) (Status A(1)/NA(2)) Net Area Sown (in Hectares) Area Area Forest Area (in Hectares) year months Current Fallows Area (in Hectares) Sub District Name Pump Uses (in Hectares) Land CD Block Name Village Name the (in Hectares) (in Hectares) A(1)/NA(2)) A(1)/NA(2)) Hectares) Hectares) Hectares) Hectares) Hectares) Summer Grazing round Hand Bharari Kothi (285) Ghumarwin 1 1 1 0 0 5.28 0.94 9.89 7.18 0 0 35.5 35.5 0 Ghandalwin Bharari (281) Ghumarwin 1 1 1 0 0 24.64 20.65 2.27 39.86 0 0 126.58 126.58 0 Bharari Tikri (323) Ghumarwin 2 0 1.14 0 0.1 3.56 1.72 0.65 0 16.74 16.74 0 Bharari Badsara (292) Ghumarwin 1 1 1 0 3.96 3.04 18.96 0 10.04 0 0 17.02 17.02 0 Lehri Sarail Bharari (272) Ghumarwin 1 1 1 0 7.53 96.3 27.7 96 48.47 18 0 249 245.19 3.81 Bari Kalan Bharari (269) Ghumarwin 1 1 1 0 0 10.3 0.02 0 3.18 0 0 29.88 29.88 0 Bari Khurd Bharari (268) Ghumarwin 1 1 1 0 0 2.86 0.08 0 0.26 0 0 8.86 8.86 0 Bharari Panjaila (258) Ghumarwin 1 1 1 0 0 1.8 6.36 0 8.12 0 0 1.04 1.04 0 Lethawin Bharari (296) Ghumarwin 1 1 1 0 7 0 4 0 6 0 3 19 17 2 Bharari Gatwar (295) Ghumarwin 1 1 1 0 3 0 5 0 6 0 2 21 21 0 Ladhyani Bharari (294) Ghumarwin 1 1 1 0 5.33 31.87 21.11 0 27.74 0 4.26 85 84.02 0.98 Bharari Bhater (298) Ghumarwin 1 1 1 0 7 0 4 0 2 0 0 28 28 0 Dadhol Kalan Bharari (265) Ghumarwin 1 1 1 4.94 0 32.07 17.77 2.45 27.95 0 0 87.82 87.82 0 Padyalag Bharari (267) Ghumarwin 1 1 1 0 0 25.09 7.09 0.92 16.93 0 0 48.8 48.8 0 Appendix 16 – Census Questionnaires Himachal Pradesh State Roads Transformation Project (HPSRTP) World Bank Project Phase II. Questionnaire for Social Impact Assessment Survey Structure No.: Date: Name of the Enumerator: Field Supervisor: 1.0 GENERALIDENTIFICATION: 1.1 Location : Rural/Semi-urban/Urban 1.2 Chainage: Side : Left / Right 1.3 Name of the Hamlet/Schedule Area : 1.4 Name of Revenue Village/Town : 1.5 Panchayat /Municipality / city : 1.6 Name of the Police Station : 1.7 Taluk : District : 1.8 Type of Impact: 1. Title Holder Land.2.Title Holder Land+Structure.3 Non-Title Holder Encroacher.4 Non Title Holder –Structure/ Squatters- Residential.5 Non-Title Holder—Structure/Squatter- Commercial.6. Non Title Holder – Tenants.-Residential. 7. Non Title Holder – Tenants.-Residential. 8.Kiosks 1.9 Magnitude/Extent of Impact: Type Extent/Magnitude Land <10% 10-30% 30-50 %  50 % Land +Structure 2.0 HOUSEHOLD IDENTIFICATION: Tenant Owner 2.1 Name of the head of the Household: 2.2 Father’s/Husband’s Name: 2.3 Name of the Respondent: 2.4 Relationship of the respondent with the head of the household: 2.5 Ration Card No: Aadhar No: 2.6 Number of years living in this place: 2.7 Social Status: Religion: Hindu/ Muslim / Christian/ Jain/ Sikh/ Others (Specify) Caste: ST/ SC/ OBC/ OC 2.8 Type of Family : 1. Joint 2. Nuclear 3. Extended 3.0 HOUSEHOLD IDENTIFICATION: Name of Gender PwD the Relationsh Orientati Marit Main Skill S.N Ag Se Educati Perso Family ip with on al Occupati possess o e x on ns Member HH Head Status on ed s* *Start with HH RELATIONSHIP WITH HEAD OF HH: 1. Head of the family 2.Wife 3.Father 4. Mother 5. Son 6. Daughter 7. Brother 8.Sister 9. Son in law 10. Daughter in law 11.Sister in law 12.Grandchild 13. Others SEX: 1. Male 2. Female 3.Other Gender (Lesbian , Gay, Bisexual and Transgender) Gender Orientation: 1. Lesbian , 2.Gay, 3.Bisexual and 4. Transgender EDUCATION: 1. Illiterate 2. New-literate 3. Primary 4. Middle 5. High School 6. Intermediate 7.Graduate 8. Post Graduate 9. Professional 10. Others (specify) OCCUPATION : 1. Service 2. Trade 3. Farming 4. Allied Agriculture 5. Agricultural Laborer 6. Non Agricultural Laborer 7.HH Industry 8.Professionals (Engineer, Doctor, Ayurvedetc) 9.Petty business (mainly kiosks) 10. Unemployed 11. Student 12. Retired 13.House wife 14. Others (Specify) MARITAL STATUS: 1. Married 2. Unmarried 3.Divorced 4. Separate 5. Widow 6.Widower 7. Deserted DISABILITY ASPECTS:1. Blind 2. Chronical Disease 3.Crippled 4.Orphan 5. Others (Specify) 4.0 HOUSEHOLD INCOME FROM VARIOUS SOURCES DURING THE LAST YEAR: S.No Sources Annual Income(Rs) Agriculture 1 Service (Govt/Pvt) 2 Dairy 3 Goat/Sheep rearing 4 Poultry 5 HH Industry 6 Farm Wages 7 Nonfarm wages 8 Remittances Rentals/interests…etc.) 9 Others (Specify) 10 TOTAL 5.0 NATURE OF LOSS DUE TO THE PROJECT (only tick the relevant items): 5.1 IMPACT CATEGORY – Building Land 5.2 USE OF STRUCTURE/PROPERTY Residential Commercial R&C Official Work Cattle Farm Others Shade Shed House 5.2.1 What is usage of the structure? S.No Type of Loss Effected 1 Structure for residence 2 House Plot 3 Structure under commercial use 4 Agriculture Land 5 Land and structure 6 Livelihood 7 Residence cum commercial 8 Compound wall 9 Government Building 10 Cattle shed 11 Kiosks 12 Well/Tubewell 13 Hand Pump 14 Toilet 15 Others (Specify) 5.3 LOSS OF STRUCTURE – Identification and measurement (Please take photograph of structure from side view to understand losses) Location of the Structure from center line Distance from C/L Affected Built up Area (Sqm) with Dimensions of Affected Portion ROW Structure Single / Double Story Type Length Breath Length Breath Floor Roof Wall Pucca Semi Pucca Katcha Note: For each of the storey get the details as indicated in the above 5.4 Other Losses Dimensions S.No Loss Circumference/depth Length Width Boundary wall 1 Wire fencing 2 Sunshade 3 Threshing Floor 4 Well 5 Others 6 5.5 Ownership of Structure : Legally Owned 01 02 Owned but in Government Land (Patta) 03 Rented 04 Encroached 05 Squatter 06 Others 5.6 Loss of Land: 5.6.1 Ownership of Land Mosque Owned Govt Leased Trust Temple Church Tank Pond Community Hall Arch Hand Pump Public Tap Bus stop Others (specify) Govt School Statue 5.6.2 Please give details of loss of the land Type of Area Extent of Owned Leased in Leased Out Encroached Total Land cultivated Loss (%) Irrigated Un irrigated Orchard Others Total Extent of Loss 6.0 Options for Resettlement and Rehabilitation (Please ask only to PAF other than Kiosks) 6.1 Resettlement :- if structure is lost 6.1.1 As a result of the loss you need to be relocated, how do you like to be shifted? 1) Self-Relocated. 2) Project to make arrange for relocation. 6.1.2 If 2 in 6.1 above where do you want to be relocated? Within the village/Town 1 Outside the village/ Town 2 Within the district 3 Outside the district 4 6.1.3 What should be distance from the present location:- Within 5 km 1 Within 5-10 km 2 More than 10 km 3 6.1.4 What type of support expected from the project in your relocation? Compensation of the structure 1 Assistance in shifting house hold materials 2 Assistance for alternative house side 3 Assistance in construction of house 4 Permission to salvage of building materials 5 Support in trans position in salvage material 6 Other support (Specify) 7 6.1.5 If self-relocated, what arrangement you will make? Extend existing structure 1 Construct (home in vacant plot) 2 Move out of the area 3 Stay at relatives/ friends place 4 Any other (Specify) 5 6.2 Rehabilitation :- Ask those PAPs whose livelihood would be affected 6.2.1 What type of support do you expect from the project in restoration of your livelihood lost? Compensation at replacement value 1 Assistance in shifting 2 Assistance in Transition 3 Alternative site for shop 4 Grant for restarting the operation 5 Assistance in accessing loans 6 Employment during project construction 7 Employment during maintenance 8 Training to improve the skill level 9 Others 10 6.2.2 If more than 25 % agricultural land is lost, ask the support required in restoring their income level Land for land 1 Adequate compensation for replacing land 2 Grants to take-up alternate self-employment activity 3 Employment during Project construction 4 Employment during maintenance 5 Training to upgrade the skill level 6 Others (specify) 7 6.3 R&R Support for Tenant 6.3.1 If structure is getting affected what support you expect Shifting Allowance 1 Cash grant for sustenance 2 Self- Relocation Others (specify) 3 Others (Specify) 4 6.4 R & R support to shareholders 6.4.1 What type of support you expect from the project for loss of share cropping or leasing in land. 1 Crash grant for the unexpired lease period 2 Support in improving farm production 3 Others (specify) 6.5 Income Restoration Options 1 Land for land 5 Employment during construction 2 Allied Agri. Activities 6 Training for self employment 3 Petty shops 7 Household Industry 4 Cash Grant 8 Others (specify) Q. No: Date: Name of the Investigator: Field Supervisor: Name of the Signature/Fingerprint of respondent: Appendix 17 – Socio-Economic Questionnaires Himachal Pradesh State Roads Transformation Project (HPSRTP) World Bank Project Phase II. Questionnaire for Baseline Socio-Economic Survey Structure No.: Date: 7.0 GENERALIDENTIFICATION: 7.1 Location : Rural/Semi-urban/Urban 7.2 Chainage: Side : Left / Right 7.3 Name of the Hamlet : 7.4 Name of Revenue Village/Town : 7.5 Panchayat /Municipality / city : 7.6 Name of the Police Station : 7.7 Taluk : District : 7.8 Ration Card No: Aadhar No: 7.9 Main Occupation of the family 1. Cultivation 2. Service 3. Business 4. Wage earning 5.Other (Please Specify) 7.10 Type of Family : 2. Joint 2. Nuclear 3. Individual 7.11 Social Status: Religion :Hindu/ Muslim/ Christian/ Jain/ Sikh/ Others (Specify) Caste :ST/ SC/ OBC/ OC 7.12 Type of Loss Due to the Project Residential Commercial Residential and Commercial Others (Specify) 7.13 Type of Impact: 1. Title Holder Land.2.Title Holder Land+Structure.3 Non-Title Holder Encroacher.4 Non Title Holder –Structure/ Squatters- Residential.5 Non-Title Holder—Structure/Squatter- Commercial.6. Non Title Holder – Tenants.-Residential. 7. Non Title Holder – Tenants.-Residential. 8.Kiosks 7.14 Magnitude/Extent of Impact: Type Extent/Magnitude Land <10% 10-30% 30-50 %  50 % Land +Structure 7.15 Services available within house: Do you have a separate kitchen Yes - 1 / No - 2 Do you have a toilet Yes - 1 / No - 2 Do you have a bathroom Yes - 1 / No – 2 Do you have electricity connection Yes - 1 / No – 2 Access to drinking water Public tap – 1 Hand pump – 2 Own bore - 3 Open well – 4 Common – 5 Pond/Lake – 6 Other(specify) - 7 Fuel for cooking LPG Gas – 1 Gobar Gas – 2 Kerosene – 3 Firewood – 4 Other(specify) - 5 How long have you been staying in this house 7.16 Do you have the following: TV Yes - 1 / No - 2 Fridge Yes - 1 / No - 2 Washing Machine Yes - 1 / No - 2 Cycle Yes - 1 / No - 2 Motor cycles Yes - 1 / No - 2 Car Yes - 1 / No - 2 Telephone Yes - 1 / No - 2 Mobile phone Yes - 1 / No - 2 Yes - 1 / No – 2 Cattles If Yes, Number_________ Yes - 1 / No – 2 If Yes, Number_________ Buffalo Yes - 1 / No – 2 If Yes, Number_________ Goat / Sheep 8.0 HOUSEHOLD IDENTIFICATION: Gend Mari Disable Name of the Relations er Main Skill S.N Ag Se tal Educati d Family hip with Orie Occupat possesse o e x Statu on Persons Members* HH Head ntati ion d s on *Start with HH RELATIONSHIP WITH HEAD OF HH: 1Head of the family 2.Wife 3.Father 4.Mother 5.Son 6.Daughter7. Brother 8.Sister 9.Son in law 10. Daughter in law 11.Sister in law 12.Grandchild 13. Others SEX: 1. Male 2. Female 3. Others Other Gender(Lesbian , Gay, Bisexual and Transgender) Gender Orientation:1. Lesbian , 2.Gay, 3.Bisexual and 4. Transgender EDUCATION: 2. Illiterate 2. New-literate 3. Primary 4. Middle 5. High School 6. Intermediate 7.Graduate 8.Post Graduate 9. Professional 10. Others (specify) OCCUPATION : 2. Service 2. Trade 3. Farming 4. Allied Agriculture 5. Agricultural Laborer 6. Non Agricultural Laborer 7.HH Industry 8.Professionals (Engineer, Doctor, Ayurvedetc) 9.Petty business (mainly kiosks) 10. Unemployed 11. Student 12. Retired 13.House wife 14. Others (Specify) MARITAL STATUS: 1. Married 2. Unmarried 3.Divorced 4. Separate 5. Widow 6.Widower 7. Deserted DISABILITY ASPECTS:1. Blind 2. Chronical Disease 3.Crippled 4.Orphan 5. Others (Specify) 9.0 ASSETS OWNED Prevailing Market Value Agriculture Properties Unit Acre Irrigated / Wet Land Un Irrigated / Dry Land Acre Orchard/Horticulture Land Acre Others Acre Others Properties House Plot Sq. mts House Sq. mts Farm House Sq. mts Trees Sq. mts Others immovable assets like well Sq. mts 10.0 HOUSEHOLD INCOME FROM VARIOUS SOURCES DURING THE LAST YEAR: S.No Sources Annual Income (Rs) Agriculture 1 Service (Govt/Pvt) 2 Dairy 3 Goat/Sheep rearing 4 Poultry 5 HH Industry 6 Farm Wages 7 Nonfarm wages 8 Remittances Rentals/interests…etc.) 9 Others (Specify) 10 TOTAL 11.0 FINANCIAL STATUS 11.1 Deposits Amount deposited (Rs) Type of deposit Institution where deposited Long Term Short Term Others (Specify LIC etc) 11.2 Indebtedness Purpose of Borrowing Amount Source of Amount Returned Balance (in Borrowing (in Rs) Rs) House Hold expenditure Agriculture House construction Commercial Animal husbandry Others Total 12.0 Coverage Under Government Schemes 12.1 If you have availed any of the Government schemes, give details Present status of the asset If Yes, indicate benefits Type of Scheme Availed Yes/No received received Name of the scheme Others benefits  1. Continuing and getting returns 2. Continuing & not getting returns 3. Stopped operation 12.2 If the operation of the scheme is reported to have been stopped ask reasons please give some options like death of animal, asset stolen, scheme not feasible in the area, animal sold due to disease, assets taken away as part of recovery of loan, etc.) 13.0 EXPENDITURE PATTERN (Kindly indicate expenditure on different items during last one year) Expenditure (Rs) Item Food Clothing Health Education Transport Marriage/Festivals Rent Farm Activities Others (Specify) 14.0 NATURE OF LOSS DUE TO PROJECT: i. Structure ii. Land iii. Land & Structure iv. Livelihood 14.1 Loss of Structure: Location of the Structure from centerline Distance from C/L Dimensions of Affected Portion Affected Built up Area (Sqm) with Structure ROW Type Single / Double Story Length Breath Length Breath Floor Roof Wall Pucca Semi Pucca Katcha 14.2 Loss of Land: For the land to be lost indicate the ownership and extent of area (in acres): Mosque Govt Leased Trust Temple Church Owned Tank Pond Community Hall Arch Hand Pump Public Tap Bus stop Others (specify) Govt School Statue a) Area owned and operated Type of Leased Area Extent of Owned Leased in Encroached Total land out cultivated Loss Irrigated Un irrigated Orchard Others Total Extent of Loss b)Productivity Area (Ha) Irrigated Un irrigated Orchard Kharif Rabi Others Value of Land Prevailing Rate of Land (Rs / acre) Type of Land Residential Land Commercial land Irrigated Un Irrigated Orchard Others 15.0 HEALTH STATUS 15.1 Was any member of your family affected by any illness in last one year? 15.2 If ‘Yes’ please indicate the details S. No Type of Disease Treatment taken 1 2 3  Allopathic – 1 Homeopathic – 2 Ayurvedic – 3 Unani – 4 Other traditional methods – 5 No treatment – 6 15.3 Have you heard of HIV/AIDS Yes / No 15.4 If Yes, do you know how it spreads and prevention methods Yes / No 15.5 If Yes, what was the source of information 1. Print media 2. Radio 3. TV 4. Govt. Campaign 5. NGO 6. Other (Specify) 16.0 MIGRATION 16.1 Do you or any of your family members migrate for work? Yes / No 16.2 If ‘Yes’ how many members and for how many days / months in a year No. of members______________ No. of Days___________ 16.3 Where do you migrate? 1. Within district 2. Outside district 3. Outside the state 4. Other Country 16.4 What kind of jobs is undertaken? 1. Agricultural Labour 2. Non Agricultural Labour 3. Trade & Business 4. Others (Specify) 16.5 How much do you earn? Rs/month:_____________________ 16.6 Trend of Migration 1. Once in a year 2. Twice in a year 3. Every alternative year 4. Once in a quarter 5. Every month 6. No regular interval 16.7 What time of the year do you migrate? 1. Summer 2. Winter 3. Rainy season 4. No particular season 17.0 WOMEN STATUS 17.1 Kindly give the time spent by women members in the following activities Avg No. of hours spent per day Economic / Non-economic Activities S.No Cultivation 1 Avg No. of hours spent per day Economic / Non-economic Activities S.No Allie Activities 2 Sale of forest products 3 Trade & business 4 Agricultural labour 5 Non Agricultural labour 6 HH Industries 7 Services 8 Household Work including cooking 9 Taking care of infants/children 10 Fetching water and collecting fuel wood 11 Relaxation & Entertainment 12 Others (Specify) 13  Dairy, Poultry, Piggery, Sheep rearing, Goatry etc. 17.2 If, engaged in economic activities total income Rs_____________year/month___________ 17.3 Does your women member have any say in the decision making of household matters? Yes / No 17.4 If ‘Yes’ indicate their role in the following: No S. No Issues Yes Financial Matters 1 Education Matters 2 Health care of child 3 Purchase of assets 4 Day to day activities 5 On social function and marriages 6 Others 7 17.5 Income Restoration Options 1 Land for land 5 Employment during construction 2 Allied Agri. Activities 6 Training for self employment 3 Petty shops 7 Household Industry 4 Cash Grant 8 Others (specify) 18.0 PERCEPTION ABOUT THE PROJECT 18.1 Are you aware that the state road passing through your area in under development? Yes / No 18.2 If No, explain them about the project. If yes and after explanation, ask the following 18.3 What benefits do you fore see from the project? a) Improved mobility b) Grater accessibility to education / health services c) Greater opportunities for economic activities d) Improved employment opportunities e) Higher wages f) Greater access to markets g) Realization of higher prices for the produce h) Increase in the value of the land and structures i) Any others (specify) 18.4 Do you also expect any adverse or negative impacts of the project? Yes / No (if No, draw the attention to the potential losses expected and if he response is still No, end the interview) 18.5 If Yes, what are these? a) Loss of land and other assets b) Vulnerability to accidents c) Loss of common civic infrastructure d) Loss of access to common properties e) Increased water logging f) Increased incidence of HIV/AIDS and other diseases g) Women, children and ages are at risk h) Dusting and pollution during construction i) Increased noise pollution j) Any other (specify) 18.6 How do you think women will affect or benefit differently from the project? Q.No: Date: Name of the Investigator: Field Supervisor: Name of the Signature/Fingerprint of respondent: Appendix 18 - Attendance Sheet of Stakeholder Consultations Appendix 19 - Photographs of Stakeholder Consultations Appendix 20 - Checklist for Community Consultations Himachal Pradesh State Roads Transformation Project (HPSRTP) Checklist for Community Level Consultations 1.1 What would be the impact on Private or CPR structures that are to be removed? 1.2 What would be the impact on land utilization (agriculture, commercial use etc.)? 1.3 What would be the impacts on occupation and incomes due to the project? 1.4 What would be the project impact on the village community in general? 1.5 Perception of people regarding- Access to amenities- would it be changed after the project? Amenity Distance Reduction on time Quantity/Amount Present After the Present After the Present After the Project Project Project Market School College Religious Place Post office/Bank Railway/Bus stand Going to outside District for Relatives/friends Value of Land/Property Any other(Specify) 1.6 What would be the direct and indirect Positive and negative impacts of the project? 1.7. What would be the improvement of the market connectivity? 1.8. What would be the improvement for the connectivity for religious place/tourism etc? 1.9 Community perceptions about safety of women and adolescent girls: a. Do women in the community regularly venture out? b. What are the typical reasons that require women to step out of the house? c. Are women engaged in income-generating activities? d. If yes, what is the nature of those activities? e. What are the typical timings when women are spotted outdoors in the neighborhood? (morning/afternoon/late afternoon/evening) f. Is the neighborhood well-lit? Are there adequate street lights? g. Are there any areas known for eve- teasing/harassment? h. Are community centers/any other kind of public spaces used by women on a regular basis? i. Is it an established community (families staying in the same house for generations) or is there considerable presence of migrants (first generation/second generation)? (Please provide socio-cultural specifications – dominant caste, other castes, language spoken, prevalent gender norms, etc.) 1.10. Migration of Men, women and Children for Work a. Do men migrate out for work and women and children remain in the community? b. Do local women work in construction activities? c. Do children work in construction activities? d. Is there any in migration of men in the project area? e. What are the vulnerabilities and Risks such women and children face? 1.11 SHGs: Strength and functionality - Do SHG members meet regularly? - What are the broad community issues they have taken up, if any? (Example: alcoholism, teacher attendance, etc.) - Have SHG members come across any cases of physical abuse, harassment at the community level? If yes, what was the community’s reaction? Did the SHG group play a role in helping the victim and/or dealing with the culprit? 1.12 Toilets Has the village/town been declared as open defecation free (ODF)? Are toilets being used regularly by both women and men? Is water available for toilet usage? Do women continue to defecate in the open? 1.13 Mobility: Physical and virtual What is the principal mode of transport used by women in the area? Is it common for women to travel alone in buses/tempos? Do women ride cycles? Is it common to find adolescent girls and boys using scooter/motorbikes? Do women own their individual mobile phones? Do adolescent girls and boys own smart phones? Do they regularly access social media platforms like Facebook, WhatsApp, etc.? College and secondary school How far is the secondary school located from the habitation? What is the enrollment number of girls v/s boys in class 8th-10th (average figure) How far is the nearest degree college located? What is the enrollment number of girl’s v/s boys in a degree course? (average figure) How do students travel to the schools? If they walk, is that road well-lit? What is the mode of transport typically used to reach the college? Do school-going girls, enrolled in class 8-12th, find the commute safe? Do girls, enrolled in the degree course, find the journey safe? 1.14 Health facilities Is the sub-centre/PHC easily accessible? Do women patients go to a sub-centre or PHC alone or are they generally accompanied by someone? Do women patients find it to be a safe and secure environment? Have ANMs and ASHA workers come across any cases of physical abuse, harassment that led to substantial injuries at the community level? Participation of women in public meetings Do women participate actively in WUAs/aamsabhasand other such public meetings? When community level disputes (give an example here) are resolved, how are women consulted? Do women hold positions such as treasurer, sarpanch, etc.? 1.15 Land and ownership of assets Do women have say in sale/purchase of land? Do ownership of land and assets/lack of make women vulnerable to forms of violence? Can land acquisition and compensation make women vulnerable to harassment/violence? Appendix 21 - Gender Based Focused Group Discussion Checklist Himachal Pradesh State Roads Transformation Project (HPSRTP) Checklist for Community Level Consultations for GBV 1 Community perceptions about safety of women and adolescent girls: a. Do women in the community regularly venture out? b. What are the typical reasons that require women to step out of the house? c. Are women engaged in income-generating activities? d. If yes, what is the nature of those activities? e. What are the typical timings when women are spotted outdoors in the neighborhood? (morning/afternoon/late afternoon/evening) f. Is the neighborhood well-lit? Are there adequate street lights? g. Are there any areas known for eve- teasing/harassment? h. Are community centers/any other kind of public spaces used by women on a regular basis? i. Is it an established community (families staying in the same house for generations) or is there considerable presence of migrants (first generation/second generation)? (Please provide socio-cultural specifications – dominant caste, other castes, language spoken, prevalent gender norms, etc.) 2. Migration of Men, women and Children for Work a. Do men migrate out for work and women and children remain in the community? b. Do local women work in construction activities? c. Do children work in construction activities? d. Is there any in migration of men in the project area? e. What are the vulnerabilities and Risks such women and children face? 3 SHGs: Strength and functionality - Do SHG members meet regularly? - What are the broad community issues they have taken up, if any? (Example: alcoholism, teacher attendance, etc.) - Have SHG members come across any cases of physical abuse, harassment at the community level? If yes, what was the community’s reaction? - Did the SHG group play a role in helping the victim and/or dealing with the culprit? 4 Toilets Has the village/town been declared as open defecation free (ODF)? Are toilets being used regularly by both women and men? Is water available for toilet usage? Do women continue to defecate in the open? 5 Mobility: Physical and virtual What is the principal mode of transport used by women in the area? Is it common for women to travel alone in buses/tempos? Do women ride cycles? Is it common to find adolescent girls and boys using scooter/motorbikes? Do women own their individual mobile phones? Do adolescent girls and boys own smart phones? Do they regularly access social media platforms like Facebook, WhatsApp, etc.? College and secondary school How far is the secondary school located from the habitation? What is the enrollment number of girls v/s boys in class 8th-10th (average figure) How far is the nearest degree college located? What is the enrollment number of girl’s v/s boys in a degree course? (average figure) How do students travel to the schools? If they walk, is that road well-lit? What is the mode of transport typically used to reach the college? Do school-going girls, enrolled in class 8-12th, find the commute safe? Do girls, enrolled in the degree course, find the journey safe? 6 Health facilities Is the sub-centre/PHC easily accessible? Do women patients go to a sub-centre or PHC alone or are they generally accompanied by someone? Do women patients find it to be a safe and secure environment? Have ANMs and ASHA workers come across any cases of physical abuse, harassment that led to substantial injuries at the community level? Participation of women in public meetings Do women participate actively in WUAs/aamsabhas and other such public meetings? When community level disputes (give an example here) are resolved, how are women consulted? Do women hold positions such as treasurer, sarpanch, etc.? 7 Land and ownership of assets Do women have say in sale/purchase of land? Do ownership of land and assets/lack of make women vulnerable to forms of violence? Can land acquisition and compensation make women vulnerable to harassment/violence? Appendix 22 - Material Quantities, Cut and Fill Areas and Volumes OSR-9 Estimated Rock and Earth Work Materials (Cut and Fill) Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 0 0 6.403 0.000 6.093 0.000 0.000 0.000 0.000 0.000 10 10 6.249 0.000 4.695 0.000 63.260 0.000 53.940 0.000 20 10 5.471 0.000 5.280 0.000 58.600 0.000 49.875 0.000 30 10 5.159 0.000 5.717 0.000 53.150 0.000 54.985 0.000 40 10 5.916 0.000 6.029 0.000 55.375 0.000 58.730 0.000 50 10 5.928 0.000 5.925 0.000 59.220 0.000 59.770 0.000 60 10 6.040 0.000 5.922 0.000 59.840 0.000 59.235 0.000 70 10 6.265 0.000 6.542 0.000 61.525 0.000 62.320 0.000 80 10 5.933 0.000 7.923 0.000 60.990 0.000 72.325 0.000 90 10 5.577 0.000 6.989 0.000 57.550 0.000 74.560 0.000 100 10 5.791 0.000 6.523 0.000 56.840 0.000 67.560 0.000 110 10 5.476 0.000 6.360 0.000 56.335 0.000 64.415 0.000 120 10 5.883 0.000 6.271 0.000 56.795 0.000 63.155 0.000 130 10 5.206 0.000 6.771 0.000 55.445 0.000 65.210 0.000 140 10 5.433 0.000 5.358 0.000 53.195 0.000 60.645 0.000 150 10 5.180 0.000 5.614 0.000 53.065 0.000 54.860 0.000 160 10 5.473 0.000 6.524 0.000 53.265 0.000 60.690 0.000 170 10 5.773 0.000 6.585 0.000 56.230 0.000 65.545 0.000 180 10 5.833 0.000 5.703 0.000 58.030 0.000 61.440 0.000 190 10 5.850 0.000 4.901 0.000 58.415 0.000 53.020 0.000 200 10 5.347 0.000 5.355 0.000 55.985 0.000 51.280 0.000 210 10 5.378 0.000 5.861 0.000 53.625 0.000 56.080 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 220 10 6.002 0.000 5.196 0.000 56.900 0.000 55.285 0.000 230 10 7.057 0.000 6.157 0.000 65.295 0.000 56.765 0.000 240 10 6.512 0.000 6.467 0.000 67.845 0.000 63.120 0.000 250 10 4.526 0.000 4.567 0.000 55.190 0.000 55.170 0.000 260 10 4.617 0.000 4.647 0.000 45.715 0.000 46.070 0.000 270 10 5.860 0.000 5.574 0.000 52.385 0.000 51.105 0.000 280 10 4.258 0.000 5.019 0.000 50.590 0.000 52.965 0.000 290 10 4.950 0.000 6.001 0.000 46.040 0.000 55.100 0.000 300 10 4.188 0.000 6.106 0.000 45.690 0.000 60.535 0.000 310 10 4.140 0.000 4.631 0.000 41.640 0.000 53.685 0.000 320 10 4.269 0.000 5.540 0.000 42.045 0.000 50.855 0.000 330 10 5.048 0.000 5.033 0.000 46.585 0.000 52.865 0.000 340 10 6.150 0.000 6.899 0.000 55.990 0.000 59.660 0.000 350 10 6.721 0.000 6.914 0.000 64.355 0.000 69.065 0.000 360 10 5.005 0.000 5.997 0.000 58.630 0.000 64.555 0.000 370 10 3.307 0.000 2.589 0.000 41.560 0.000 42.930 0.000 380 10 2.854 0.000 4.318 0.000 30.805 0.000 34.535 0.000 390 10 2.727 0.000 5.118 0.000 27.905 0.000 47.180 0.000 400 10 3.597 0.000 6.648 0.000 31.620 0.000 58.830 0.000 410 10 3.060 0.000 6.748 0.000 33.285 0.000 66.980 0.000 420 10 2.346 0.000 7.718 0.000 27.030 0.000 72.330 0.000 430 10 3.204 0.000 5.466 0.000 27.750 0.000 65.920 0.000 440 10 4.002 0.000 9.156 0.000 36.030 0.000 73.110 0.000 450 10 5.312 0.000 11.091 0.000 46.570 0.000 101.235 0.000 460 10 5.710 0.000 10.610 0.000 55.110 0.000 108.505 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 470 10 3.892 0.000 10.561 0.000 48.010 0.000 105.855 0.000 480 10 2.509 0.000 8.375 0.000 32.005 0.000 94.680 0.000 490 10 1.681 0.976 4.103 0.000 20.950 4.880 62.390 0.000 500 10 2.666 0.089 2.684 0.137 21.735 5.325 33.935 0.685 510 10 4.424 0.000 3.209 0.000 35.450 0.445 29.465 0.685 520 10 5.122 0.000 2.912 0.084 47.730 0.000 30.605 0.420 530 10 6.228 0.000 4.085 0.000 56.750 0.000 34.985 0.420 540 10 8.184 0.000 5.178 0.000 72.060 0.000 46.315 0.000 550 10 10.958 0.000 5.313 0.000 95.710 0.000 52.455 0.000 560 10 10.772 0.000 5.309 0.000 108.650 0.000 53.110 0.000 570 10 8.741 0.000 4.921 0.000 97.565 0.000 51.150 0.000 580 10 7.906 0.000 4.671 0.000 83.235 0.000 47.960 0.000 590 10 6.434 0.000 4.799 0.000 71.700 0.000 47.350 0.000 600 10 5.039 0.000 5.581 0.000 57.365 0.000 51.900 0.000 610 10 4.680 0.000 6.975 0.000 48.595 0.000 62.780 0.000 620 10 5.331 0.000 8.776 0.000 50.055 0.000 78.755 0.000 630 10 4.676 0.000 1.593 0.124 50.035 0.000 51.845 0.620 640 10 2.798 3.064 0.000 9.939 37.370 15.320 7.965 50.315 650 10 3.981 0.000 3.434 0.000 33.895 15.320 17.170 49.695 660 10 4.197 0.000 4.566 0.000 40.890 0.000 40.000 0.000 670 10 4.038 0.000 3.788 0.000 41.175 0.000 41.770 0.000 680 10 4.485 0.000 0.993 0.782 42.615 0.000 23.905 3.910 690 10 5.060 0.000 1.933 0.000 47.725 0.000 14.630 3.910 700 10 4.963 0.000 5.493 0.000 50.115 0.000 37.130 0.000 710 10 5.090 0.000 7.111 0.000 50.265 0.000 63.020 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 720 10 5.065 0.000 6.286 0.000 50.775 0.000 66.985 0.000 730 10 5.243 0.000 3.174 0.000 51.540 0.000 47.300 0.000 740 10 9.098 0.000 3.841 0.000 71.705 0.000 35.075 0.000 750 10 2.889 2.706 1.701 4.293 59.935 13.530 27.710 21.465 760 10 7.750 0.000 5.089 0.000 53.195 13.530 33.950 21.465 770 10 10.634 0.000 5.720 0.000 91.920 0.000 54.045 0.000 780 10 11.669 0.000 5.820 0.000 111.515 0.000 57.700 0.000 790 10 9.012 0.000 5.367 0.000 103.405 0.000 55.935 0.000 800 10 5.336 0.000 3.979 0.000 71.740 0.000 46.730 0.000 810 10 5.112 0.000 3.815 0.000 52.240 0.000 38.970 0.000 820 10 5.543 0.000 4.206 0.000 53.275 0.000 40.105 0.000 830 10 7.197 0.000 3.740 0.000 63.700 0.000 39.730 0.000 840 10 3.033 0.000 0.545 0.889 51.150 0.000 21.425 4.445 850 10 1.131 0.000 0.201 2.215 20.820 0.000 3.730 15.520 860 10 0.433 3.873 1.707 2.974 7.820 19.365 9.540 25.945 870 10 3.994 0.000 1.978 0.227 22.135 19.365 18.425 16.005 880 10 3.505 0.000 4.297 0.000 37.495 0.000 31.375 1.135 890 10 3.946 0.000 5.673 0.000 37.255 0.000 49.850 0.000 900 10 2.716 5.436 3.107 44.379 33.310 27.180 43.900 221.895 910 10 3.592 1.900 3.974 15.163 31.540 36.680 35.405 297.710 920 10 3.037 2.653 4.860 8.984 33.145 22.765 44.170 120.735 930 10 4.240 0.000 4.742 8.478 36.385 13.265 48.010 87.310 940 10 4.920 0.000 7.521 0.000 45.800 0.000 61.315 42.390 950 10 3.849 0.000 5.853 0.000 43.845 0.000 66.870 0.000 960 10 3.658 0.000 5.593 0.000 37.535 0.000 57.230 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 970 10 4.536 0.000 5.013 0.000 40.970 0.000 53.030 0.000 980 10 6.092 0.000 4.378 0.000 53.140 0.000 46.955 0.000 990 10 5.718 0.000 3.604 0.000 59.050 0.000 39.910 0.000 1000 10 5.090 0.000 3.050 0.000 54.040 0.000 33.270 0.000 1010 10 4.377 0.000 1.919 0.272 47.335 0.000 24.845 1.360 1020 10 4.515 0.000 1.820 0.425 44.460 0.000 18.695 3.485 1030 10 5.736 0.000 2.125 0.422 51.255 0.000 19.725 4.235 1040 10 6.603 0.000 3.277 0.000 61.695 0.000 27.010 2.110 1050 10 7.022 0.000 3.439 0.000 68.125 0.000 33.580 0.000 1060 10 7.132 0.000 3.721 0.000 70.770 0.000 35.800 0.000 1070 10 6.784 0.000 3.732 0.000 69.580 0.000 37.265 0.000 1080 10 5.610 0.000 4.446 0.000 61.970 0.000 40.890 0.000 1090 10 5.362 0.000 4.262 0.000 54.860 0.000 43.540 0.000 1100 10 6.581 0.000 3.725 0.000 59.715 0.000 39.935 0.000 1110 10 7.895 0.000 3.862 0.000 72.380 0.000 37.935 0.000 1120 10 7.002 0.000 3.519 0.000 74.485 0.000 36.905 0.000 1130 10 6.482 0.000 4.103 0.000 67.420 0.000 38.110 0.000 1140 10 7.219 0.000 4.590 0.000 68.505 0.000 43.465 0.000 1150 10 5.928 0.000 6.263 0.000 65.735 0.000 54.265 0.000 1160 10 3.634 0.000 5.678 0.000 47.810 0.000 59.705 0.000 1170 10 6.754 0.000 5.527 0.000 51.940 0.000 56.025 0.000 1180 10 6.732 0.000 5.843 0.000 67.430 0.000 56.850 0.000 1190 10 9.331 0.000 5.508 0.000 80.315 0.000 56.755 0.000 1200 10 14.055 0.000 4.661 0.000 116.930 0.000 50.845 0.000 1210 10 13.257 0.000 4.260 0.000 136.560 0.000 44.605 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 1220 10 5.922 0.000 4.841 0.000 95.895 0.000 45.505 0.000 1230 10 6.280 0.000 4.678 0.000 61.010 0.000 47.595 0.000 1240 10 6.689 0.000 5.541 0.000 64.845 0.000 51.095 0.000 1250 10 6.428 0.000 5.274 0.000 65.585 0.000 54.075 0.000 1260 10 5.726 0.000 3.773 0.000 60.770 0.000 45.235 0.000 1270 10 5.384 0.012 1.399 2.103 55.550 0.060 25.860 10.515 1280 10 4.772 0.000 4.837 0.000 50.780 0.060 31.180 10.515 1290 10 5.760 0.000 5.990 0.000 52.660 0.000 54.135 0.000 1300 10 5.395 0.000 6.093 0.000 55.775 0.000 60.415 0.000 1310 10 5.280 0.000 5.731 0.000 53.375 0.000 59.120 0.000 1320 10 5.444 0.000 5.749 0.000 53.620 0.000 57.400 0.000 1330 10 5.804 0.000 5.350 0.000 56.240 0.000 55.495 0.000 1340 10 5.618 0.000 5.064 0.000 57.110 0.000 52.070 0.000 1350 10 5.255 0.000 4.948 0.000 54.365 0.000 50.060 0.000 1360 10 6.721 0.000 5.889 0.000 59.880 0.000 54.185 0.000 1370 10 5.533 0.000 6.347 0.000 61.270 0.000 61.180 0.000 1380 10 5.364 0.000 5.943 0.000 54.485 0.000 61.450 0.000 1390 10 5.250 0.000 5.640 0.000 53.070 0.000 57.915 0.000 1400 10 5.285 0.000 5.206 0.000 52.675 0.000 54.230 0.000 1410 10 5.984 0.000 5.349 0.000 56.345 0.000 52.775 0.000 1420 10 5.961 0.000 5.301 0.000 59.725 0.000 53.250 0.000 1430 10 5.518 0.000 5.206 0.000 57.395 0.000 52.535 0.000 1440 10 5.919 0.000 5.928 0.000 57.185 0.000 55.670 0.000 1450 10 5.671 0.000 5.692 0.000 57.950 0.000 58.100 0.000 1460 10 5.115 0.000 4.965 0.000 53.930 0.000 53.285 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 1470 10 5.236 0.000 5.301 0.000 51.755 0.000 51.330 0.000 1480 10 5.149 0.000 5.290 0.000 51.925 0.000 52.955 0.000 1490 10 4.860 0.000 4.789 0.000 50.045 0.000 50.395 0.000 1500 10 5.314 0.000 5.108 0.000 50.870 0.000 49.485 0.000 1510 10 5.406 0.000 5.637 0.000 53.600 0.000 53.725 0.000 1520 10 5.811 0.000 5.481 0.000 56.085 0.000 55.590 0.000 1530 10 6.416 0.000 5.431 0.000 61.135 0.000 54.560 0.000 1540 10 6.057 0.000 5.332 0.000 62.365 0.000 53.815 0.000 1550 10 4.757 0.000 4.907 0.000 54.070 0.000 51.195 0.000 1560 10 6.158 0.000 5.942 0.000 54.575 0.000 54.245 0.000 1570 10 6.586 0.000 5.641 0.000 63.720 0.000 57.915 0.000 1580 10 5.448 0.000 5.509 0.000 60.170 0.000 55.750 0.000 1590 10 6.165 0.000 7.357 0.000 58.065 0.000 64.330 0.000 1600 10 5.359 0.000 6.503 0.000 57.620 0.000 69.300 0.000 1610 10 4.318 0.000 4.496 0.000 48.385 0.000 54.995 0.000 1620 10 4.740 0.000 4.995 0.000 45.290 0.000 47.455 0.000 1630 10 5.482 0.000 4.918 0.000 51.110 0.000 49.565 0.000 1640 10 6.118 0.000 5.453 0.000 58.000 0.000 51.855 0.000 1650 10 7.715 0.000 7.742 0.000 69.165 0.000 65.975 0.000 1660 10 5.369 0.000 8.581 0.000 65.420 0.000 81.615 0.000 1670 10 5.898 0.000 5.220 0.000 56.335 0.000 69.005 0.000 1680 10 6.104 0.000 6.325 0.000 60.010 0.000 57.725 0.000 1690 10 5.717 0.000 6.690 0.000 59.105 0.000 65.075 0.000 1700 10 5.452 0.000 6.054 0.000 55.845 0.000 63.720 0.000 1710 10 4.676 0.000 6.894 0.000 50.640 0.000 64.740 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 1720 10 4.248 0.000 6.926 0.000 44.620 0.000 69.100 0.000 1730 10 5.823 0.000 6.256 0.000 50.355 0.000 65.910 0.000 1740 10 4.863 0.000 7.137 0.000 53.430 0.000 66.965 0.000 1750 10 4.464 0.000 6.826 0.000 46.635 0.000 69.815 0.000 1760 10 4.380 0.000 4.513 0.000 44.220 0.000 56.695 0.000 1770 10 4.455 0.000 5.552 0.000 44.175 0.000 50.325 0.000 1780 10 4.191 0.000 5.457 0.000 43.230 0.000 55.045 0.000 1790 10 4.390 0.000 5.007 0.000 42.905 0.000 52.320 0.000 1800 10 5.329 0.000 6.645 0.000 48.595 0.000 58.260 0.000 1810 10 5.831 0.000 6.855 0.000 55.800 0.000 67.500 0.000 1820 10 5.726 0.000 6.989 0.000 57.785 0.000 69.220 0.000 1830 10 6.254 0.000 7.080 0.000 59.900 0.000 70.345 0.000 1840 10 5.940 0.000 6.569 0.000 60.970 0.000 68.245 0.000 1850 10 4.706 0.000 5.721 0.000 53.230 0.000 61.450 0.000 1860 10 4.065 0.000 6.696 0.000 43.855 0.000 62.085 0.000 1870 10 2.984 0.000 5.410 0.000 35.245 0.000 60.530 0.000 1880 10 2.549 0.000 5.527 0.000 27.665 0.000 54.685 0.000 1890 10 2.505 0.000 4.542 0.000 25.270 0.000 50.345 0.000 1900 10 3.124 0.000 4.806 0.000 28.145 0.000 46.740 0.000 1910 10 3.822 0.000 4.994 0.000 34.730 0.000 49.000 0.000 1920 10 2.903 0.000 4.489 0.000 33.625 0.000 47.415 0.000 1930 10 1.195 0.000 2.350 0.039 20.490 0.000 34.195 0.195 1940 10 0.000 1.546 1.175 0.610 5.975 7.730 17.625 3.245 1950 10 0.067 2.056 1.338 1.135 0.335 18.010 12.565 8.725 1960 10 0.438 0.850 1.460 0.392 2.525 14.530 13.990 7.635 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 1970 10 2.330 0.000 2.904 0.000 13.840 4.250 21.820 1.960 1980 10 4.096 0.000 2.241 0.000 32.130 0.000 25.725 0.000 1990 10 4.454 0.000 0.826 0.001 42.750 0.000 15.335 0.005 2000 10 4.496 0.000 2.330 0.023 44.750 0.000 15.780 0.120 2010 10 5.662 0.000 3.368 0.000 50.790 0.000 28.490 0.115 2020 10 8.804 0.000 4.216 0.000 72.330 0.000 37.920 0.000 2030 10 10.085 0.000 4.853 0.000 94.445 0.000 45.345 0.000 2040 10 8.632 0.000 5.298 0.000 93.585 0.000 50.755 0.000 2050 10 7.327 0.000 4.946 0.000 79.795 0.000 51.220 0.000 2060 10 6.052 0.000 3.516 0.214 66.895 0.000 42.310 1.070 2070 10 4.494 0.000 3.714 0.000 52.730 0.000 36.150 1.070 2080 10 3.774 0.000 0.912 0.839 41.340 0.000 23.130 4.195 2090 10 3.215 0.000 0.557 2.667 34.945 0.000 7.345 17.530 2100 10 3.839 0.000 1.751 0.000 35.270 0.000 11.540 13.335 2110 10 4.231 0.000 3.618 0.000 40.350 0.000 26.845 0.000 2120 10 5.128 0.000 3.228 0.000 46.795 0.000 34.230 0.000 2130 10 5.704 0.000 3.358 0.000 54.160 0.000 32.930 0.000 2140 10 5.482 0.000 3.367 0.000 55.930 0.000 33.625 0.000 2150 10 5.172 0.000 3.443 0.000 53.270 0.000 34.050 0.000 2160 10 4.977 0.000 3.256 0.000 50.745 0.000 33.495 0.000 2170 10 5.116 0.000 3.649 0.000 50.465 0.000 34.525 0.000 2180 10 4.921 0.000 4.744 0.000 50.185 0.000 41.965 0.000 2190 10 4.777 0.000 3.673 0.000 48.490 0.000 42.085 0.000 2200 10 4.774 0.000 3.563 0.000 47.755 0.000 36.180 0.000 2210 10 5.817 0.000 3.544 0.000 52.955 0.000 35.535 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 2220 10 5.582 0.000 3.295 0.000 56.995 0.000 34.195 0.000 2230 10 6.431 0.000 3.157 0.000 60.065 0.000 32.260 0.000 2240 10 5.461 0.000 2.990 0.000 59.460 0.000 30.735 0.000 2250 10 5.357 0.000 2.499 0.000 54.090 0.000 27.445 0.000 2260 10 5.888 0.000 2.837 0.000 56.225 0.000 26.680 0.000 2270 10 5.541 0.000 2.902 0.000 57.145 0.000 28.695 0.000 2280 10 4.499 0.000 2.018 0.000 50.200 0.000 24.600 0.000 2290 10 4.988 0.000 2.088 0.117 47.435 0.000 20.530 0.585 2300 10 5.698 0.000 2.497 0.223 53.430 0.000 22.925 1.700 2310 10 7.230 0.000 3.223 0.000 64.640 0.000 28.600 1.115 2320 10 13.363 0.000 4.843 0.000 102.965 0.000 40.330 0.000 2330 10 29.042 0.000 5.874 0.000 212.025 0.000 53.585 0.000 2340 10 23.385 0.000 3.723 0.000 262.135 0.000 47.985 0.000 2350 10 17.766 0.000 2.487 0.034 205.755 0.000 31.050 0.170 2360 10 15.377 0.000 2.215 0.000 165.715 0.000 23.510 0.170 2370 10 11.915 0.000 2.885 0.000 136.460 0.000 25.500 0.000 2380 10 9.897 0.000 4.934 0.000 109.060 0.000 39.095 0.000 2390 10 8.102 0.000 4.794 0.000 89.995 0.000 48.640 0.000 2400 10 7.044 0.000 4.935 0.000 75.730 0.000 48.645 0.000 2410 10 4.924 0.000 3.067 0.000 59.840 0.000 40.010 0.000 2420 10 5.796 0.000 3.322 0.000 53.600 0.000 31.945 0.000 2430 10 4.075 0.000 1.506 0.000 49.355 0.000 24.140 0.000 2440 10 3.154 0.000 0.625 0.486 36.145 0.000 10.655 2.430 2450 10 3.012 0.000 1.547 0.121 30.830 0.000 10.860 3.035 2460 10 3.450 0.000 1.839 0.037 32.310 0.000 16.930 0.790 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 2470 10 5.637 0.000 4.020 0.000 45.435 0.000 29.295 0.185 2480 10 6.020 0.000 4.365 0.000 58.285 0.000 41.925 0.000 2490 10 5.718 0.000 4.183 0.000 58.690 0.000 42.740 0.000 2500 10 5.658 0.000 4.914 0.000 56.880 0.000 45.485 0.000 2510 10 4.798 0.000 4.674 0.000 52.280 0.000 47.940 0.000 2520 10 5.484 0.000 4.473 0.000 51.410 0.000 45.735 0.000 2530 10 5.792 0.000 4.552 0.000 56.380 0.000 45.125 0.000 2540 10 6.985 0.000 4.331 0.000 63.885 0.000 44.415 0.000 2550 10 5.773 0.000 4.188 0.000 63.790 0.000 42.595 0.000 2560 10 5.647 0.000 3.857 0.000 57.100 0.000 40.225 0.000 2570 10 4.893 0.000 4.365 0.000 52.700 0.000 41.110 0.000 2580 10 4.644 0.000 5.373 0.000 47.685 0.000 48.690 0.000 2590 10 5.192 0.000 5.668 0.000 49.180 0.000 55.205 0.000 2600 10 4.591 0.000 6.455 0.000 48.915 0.000 60.615 0.000 2610 10 4.943 0.000 8.592 0.000 47.670 0.000 75.235 0.000 2620 10 7.558 0.000 8.636 0.000 62.505 0.000 86.140 0.000 2630 10 8.947 0.000 9.417 0.000 82.525 0.000 90.265 0.000 2640 10 9.922 0.000 8.571 0.000 94.345 0.000 89.940 0.000 2650 10 8.481 0.000 4.460 0.000 92.015 0.000 65.155 0.000 2660 10 4.716 0.000 2.595 0.000 65.985 0.000 35.275 0.000 2670 10 3.467 0.000 0.391 0.000 40.915 0.000 14.930 0.000 2680 10 3.276 0.049 0.057 0.811 33.715 0.245 2.240 4.055 2690 10 8.279 0.000 0.233 0.535 57.775 0.245 1.450 6.730 2700 10 8.147 0.000 3.102 0.000 82.130 0.000 16.675 2.675 2710 10 9.452 0.000 4.992 0.000 87.995 0.000 40.470 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 2720 10 7.062 0.000 5.421 0.000 82.570 0.000 52.065 0.000 2730 10 5.404 0.000 4.864 0.000 62.330 0.000 51.425 0.000 2740 10 4.990 0.000 5.680 0.000 51.970 0.000 52.720 0.000 2750 10 5.049 0.000 5.564 0.000 50.195 0.000 56.220 0.000 2760 10 4.890 0.000 5.568 0.000 49.695 0.000 55.660 0.000 2770 10 4.487 0.000 5.136 0.000 46.885 0.000 53.520 0.000 2780 10 4.106 0.000 6.074 0.000 42.965 0.000 56.050 0.000 2790 10 4.264 0.000 5.152 0.000 41.850 0.000 56.130 0.000 2800 10 4.415 0.000 5.221 0.000 43.395 0.000 51.865 0.000 2810 10 4.681 0.000 9.190 0.000 45.480 0.000 72.055 0.000 2820 10 5.178 0.000 9.498 0.000 49.295 0.000 93.440 0.000 2830 10 7.472 0.000 12.521 0.000 63.250 0.000 110.095 0.000 2840 10 9.067 0.000 11.463 0.000 82.695 0.000 119.920 0.000 2850 10 8.057 0.000 9.763 0.000 85.620 0.000 106.130 0.000 2860 10 5.533 0.000 7.734 0.000 67.950 0.000 87.485 0.000 2870 10 6.885 0.000 8.295 0.000 62.090 0.000 80.145 0.000 2880 10 6.228 0.000 6.694 0.000 65.565 0.000 74.945 0.000 2890 10 5.835 0.000 4.009 0.000 60.315 0.000 53.515 0.000 2900 10 6.222 0.000 4.583 0.000 60.285 0.000 42.960 0.000 2910 10 6.038 0.000 4.645 0.000 61.300 0.000 46.140 0.000 2920 10 4.570 0.000 4.703 0.000 53.040 0.000 46.740 0.000 2930 10 3.201 0.000 5.072 0.000 38.855 0.000 48.875 0.000 2940 10 3.564 0.000 5.294 0.000 33.825 0.000 51.830 0.000 2950 10 5.637 0.000 5.164 0.000 46.005 0.000 52.290 0.000 2960 10 5.814 0.000 5.023 0.000 57.255 0.000 50.935 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 2970 10 4.783 0.000 4.717 0.000 52.985 0.000 48.700 0.000 2980 10 3.113 0.000 10.505 0.000 39.480 0.000 76.110 0.000 2990 10 2.694 0.000 12.321 0.000 29.035 0.000 114.130 0.000 3000 10 2.360 0.000 13.274 0.000 25.270 0.000 127.975 0.000 3010 10 3.329 0.000 16.564 0.000 28.445 0.000 149.190 0.000 3020 10 4.291 0.000 13.981 0.000 38.100 0.000 152.725 0.000 3030 10 6.245 0.000 11.436 0.000 52.680 0.000 127.085 0.000 3040 10 8.756 0.000 9.397 0.000 75.005 0.000 104.165 0.000 3050 10 9.764 0.000 6.393 0.000 92.600 0.000 78.950 0.000 3060 10 9.507 0.000 5.663 0.000 96.355 0.000 60.280 0.000 3070 10 7.998 0.000 4.709 0.000 87.525 0.000 51.860 0.000 3080 10 5.853 0.000 3.897 0.000 69.255 0.000 43.030 0.000 3090 10 4.654 0.000 3.582 0.000 52.535 0.000 37.395 0.000 3100 10 3.686 0.000 2.568 0.000 41.700 0.000 30.750 0.000 3110 10 3.250 0.000 1.695 0.000 34.680 0.000 21.315 0.000 3120 10 2.775 0.000 1.206 0.000 30.125 0.000 14.505 0.000 3130 10 2.829 0.000 1.829 0.000 28.020 0.000 15.175 0.000 3140 10 2.575 0.000 2.058 0.000 27.020 0.000 19.435 0.000 3150 10 2.659 0.000 2.055 0.000 26.170 0.000 20.565 0.000 3160 10 3.452 0.000 3.474 0.000 30.555 0.000 27.645 0.000 3170 10 3.045 0.000 4.570 0.000 32.485 0.000 40.220 0.000 3180 10 4.230 0.000 5.000 0.000 36.375 0.000 47.850 0.000 3190 10 5.049 0.000 6.314 0.000 46.395 0.000 56.570 0.000 3200 10 3.623 0.000 4.902 0.000 43.360 0.000 56.080 0.000 3210 10 2.862 0.002 4.438 0.000 32.425 0.010 46.700 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 3220 10 6.001 0.000 5.724 0.000 44.315 0.010 50.810 0.000 3230 10 6.680 0.000 6.113 0.000 63.405 0.000 59.185 0.000 3240 10 6.701 0.000 6.356 0.000 66.905 0.000 62.345 0.000 3250 10 6.298 0.000 6.292 0.000 64.995 0.000 63.240 0.000 3260 10 6.225 0.000 5.657 0.000 62.615 0.000 59.745 0.000 3270 10 5.546 0.000 4.678 0.000 58.855 0.000 51.675 0.000 3280 10 5.219 0.000 4.457 0.000 53.825 0.000 45.675 0.000 3290 10 6.361 0.000 4.956 0.000 57.900 0.000 47.065 0.000 3300 10 6.622 0.000 4.825 0.000 64.915 0.000 48.905 0.000 3310 10 7.947 0.000 3.724 0.000 72.845 0.000 42.745 0.000 3320 10 8.804 0.000 3.647 0.000 83.755 0.000 36.855 0.000 3330 10 6.412 0.000 3.036 0.000 76.080 0.000 33.415 0.000 3340 10 8.438 0.000 5.487 0.000 74.250 0.000 42.615 0.000 3350 10 8.123 0.000 4.951 0.000 82.805 0.000 52.190 0.000 3360 10 8.128 0.000 3.279 0.000 81.255 0.000 41.150 0.000 3370 10 2.912 0.000 0.186 0.244 55.200 0.000 17.325 1.220 3380 10 0.000 3.593 0.000 6.423 14.560 17.965 0.930 33.335 3390 10 0.000 8.687 0.000 13.718 0.000 61.400 0.000 100.705 3400 10 0.000 11.272 0.000 12.626 0.000 99.795 0.000 131.720 3410 10 0.000 10.973 0.000 21.827 0.000 111.225 0.000 172.265 3420 10 0.000 4.678 0.000 8.704 0.000 78.255 0.000 152.655 3430 10 4.017 0.000 3.220 0.000 20.085 23.390 16.100 43.520 3440 10 5.906 0.000 5.090 0.000 49.615 0.000 41.550 0.000 3450 10 5.487 0.000 5.098 0.000 56.965 0.000 50.940 0.000 3460 10 5.105 0.000 4.732 0.000 52.960 0.000 49.150 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 3470 10 3.165 0.000 3.481 0.000 41.350 0.000 41.065 0.000 3480 10 1.475 0.000 2.786 0.000 23.200 0.000 31.335 0.000 3490 10 0.883 0.000 1.945 0.000 11.790 0.000 23.655 0.000 3500 10 0.045 2.509 0.531 0.004 4.640 12.545 12.380 0.020 3510 10 0.618 0.000 2.091 0.000 3.315 12.545 13.110 0.020 3520 10 1.338 0.000 5.954 0.000 9.780 0.000 40.225 0.000 3530 10 2.554 0.000 6.897 0.000 19.460 0.000 64.255 0.000 3540 10 3.587 0.000 7.815 0.000 30.705 0.000 73.560 0.000 3550 10 5.011 0.000 10.900 0.000 42.990 0.000 93.575 0.000 3560 10 3.211 0.022 9.489 0.000 41.110 0.110 101.945 0.000 3570 10 3.017 0.112 8.362 0.000 31.140 0.670 89.255 0.000 3580 10 3.859 0.000 1.906 2.767 34.380 0.560 51.340 13.835 3590 10 2.464 0.077 5.895 0.000 31.615 0.385 39.005 13.835 3600 10 2.847 0.000 6.539 0.000 26.555 0.385 62.170 0.000 3610 10 3.395 0.000 7.363 0.000 31.210 0.000 69.510 0.000 3620 10 3.399 0.000 6.886 0.000 33.970 0.000 71.245 0.000 3630 10 3.294 0.000 6.535 0.000 33.465 0.000 67.105 0.000 3640 10 2.369 1.192 4.876 0.000 28.315 5.960 57.055 0.000 3650 10 0.840 0.527 3.583 0.000 16.045 8.595 42.295 0.000 3660 10 1.082 0.776 3.604 0.000 9.610 6.515 35.935 0.000 3670 10 3.014 0.000 3.956 0.000 20.480 3.880 37.800 0.000 3680 10 4.064 0.000 9.050 0.000 35.390 0.000 65.030 0.000 3690 10 5.457 0.000 14.731 0.000 47.605 0.000 118.905 0.000 3700 10 6.585 0.000 19.879 0.000 60.210 0.000 173.050 0.000 3710 10 6.980 0.000 15.632 0.000 67.825 0.000 177.555 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 3720 10 6.926 0.000 15.275 0.000 69.530 0.000 154.535 0.000 3730 10 5.347 0.000 14.484 0.000 61.365 0.000 148.795 0.000 3740 10 5.357 0.000 16.284 0.000 53.520 0.000 153.840 0.000 3750 10 5.334 0.000 14.733 0.000 53.455 0.000 155.085 0.000 3760 10 4.402 0.000 12.046 0.000 48.680 0.000 133.895 0.000 3770 10 2.889 1.920 10.673 0.000 36.455 9.600 113.595 0.000 3780 10 3.189 0.856 15.446 0.000 30.390 13.880 130.595 0.000 3790 10 2.869 1.143 16.271 0.000 30.290 9.995 158.585 0.000 3800 10 1.596 2.825 11.599 0.000 22.325 19.840 139.350 0.000 3810 10 1.481 1.646 12.042 0.000 15.385 22.355 118.205 0.000 3820 10 2.154 0.000 17.437 0.000 18.175 8.230 147.395 0.000 3830 10 1.621 0.054 18.692 0.000 18.875 0.270 180.645 0.000 3840 10 1.393 0.470 19.714 0.000 15.070 2.620 192.030 0.000 3850 10 4.119 0.000 17.994 0.000 27.560 2.350 188.540 0.000 3860 10 4.728 4.208 16.484 0.000 44.235 21.040 172.390 0.000 3870 10 2.334 11.442 7.076 0.000 35.310 78.250 117.800 0.000 3880 10 2.872 4.583 15.101 0.000 26.030 80.125 110.885 0.000 3890 10 4.739 0.000 19.969 0.000 38.055 22.915 175.350 0.000 3900 10 3.626 0.000 11.315 0.000 41.825 0.000 156.420 0.000 3910 10 2.114 0.037 8.888 0.000 28.700 0.185 101.015 0.000 3920 10 2.391 0.000 10.382 0.000 22.525 0.185 96.350 0.000 3930 10 0.070 5.756 3.049 0.282 12.305 28.780 67.155 1.410 3940 10 0.000 27.704 0.000 1.409 0.350 167.300 15.245 8.455 3950 10 0.000 10.031 0.558 1.054 0.000 188.675 2.790 12.315 3960 10 0.201 0.191 7.701 0.026 1.005 51.110 41.295 5.400 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 3970 10 0.481 0.488 22.356 0.000 3.410 3.395 150.285 0.130 3980 10 0.044 0.814 16.162 0.000 2.625 6.510 192.590 0.000 3990 10 0.000 0.548 9.882 0.084 0.220 6.810 130.220 0.420 4000 10 0.956 0.002 8.498 0.000 4.780 2.750 91.900 0.420 4010 10 1.147 0.000 8.425 0.000 10.515 0.010 84.615 0.000 4020 10 0.553 0.781 8.881 0.000 8.500 3.905 86.530 0.000 4030 10 0.426 0.090 11.299 0.001 4.895 4.355 100.900 0.005 4040 10 0.896 0.001 10.398 0.001 6.610 0.455 108.485 0.010 4050 10 2.025 0.000 4.935 0.000 14.605 0.005 76.665 0.005 4060 10 2.332 0.000 6.051 0.000 21.785 0.000 54.930 0.000 4070 10 3.675 0.000 6.052 0.000 30.035 0.000 60.515 0.000 4080 10 3.924 0.000 9.011 0.000 37.995 0.000 75.315 0.000 4090 10 4.074 0.000 8.408 0.000 39.990 0.000 87.095 0.000 4100 10 5.707 0.000 5.762 0.000 48.905 0.000 70.850 0.000 4110 10 5.856 0.000 5.123 0.000 57.815 0.000 54.425 0.000 4120 10 5.601 0.000 4.450 0.000 57.285 0.000 47.865 0.000 4130 10 5.368 0.000 3.473 0.000 54.845 0.000 39.615 0.000 4140 10 5.250 0.000 2.938 0.000 53.090 0.000 32.055 0.000 4150 10 14.038 0.000 5.212 0.000 96.440 0.000 40.750 0.000 4160 10 27.106 0.000 4.382 0.000 205.720 0.000 47.970 0.000 4170 10 40.259 0.000 2.536 0.000 336.825 0.000 34.590 0.000 4180 10 33.426 0.000 1.636 0.614 368.425 0.000 20.860 3.070 4190 10 23.399 0.000 0.850 0.938 284.125 0.000 12.430 7.760 4200 10 20.789 0.000 0.957 0.796 220.940 0.000 9.035 8.670 4210 10 18.696 0.000 2.190 0.000 197.425 0.000 15.735 3.980 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 4220 10 15.653 0.000 3.174 0.000 171.745 0.000 26.820 0.000 4230 10 16.503 0.000 3.220 0.000 160.780 0.000 31.970 0.000 4240 10 17.817 0.000 2.918 0.000 171.600 0.000 30.690 0.000 4250 10 10.332 0.005 2.153 0.000 140.745 0.025 25.355 0.000 4260 10 14.681 0.000 1.367 0.000 125.065 0.025 17.600 0.000 4270 10 17.119 0.000 0.843 0.001 159.000 0.000 11.050 0.005 4280 10 23.660 0.000 0.464 0.001 203.895 0.000 6.535 0.010 4290 10 27.525 0.000 1.165 0.000 255.925 0.000 8.145 0.005 4300 10 24.950 0.000 2.277 0.000 262.375 0.000 17.210 0.000 4310 10 25.306 0.000 2.411 0.000 251.280 0.000 23.440 0.000 4320 10 23.406 0.000 2.835 0.000 243.560 0.000 26.230 0.000 4330 10 22.599 0.000 3.299 0.000 230.025 0.000 30.670 0.000 4340 10 21.783 0.000 2.970 0.000 221.910 0.000 31.345 0.000 4350 10 13.842 0.000 5.063 0.000 178.125 0.000 40.165 0.000 4360 10 10.344 0.000 4.834 0.000 120.930 0.000 49.485 0.000 4370 10 10.880 0.000 4.048 0.000 106.120 0.000 44.410 0.000 4380 10 8.852 0.000 3.447 0.000 98.660 0.000 37.475 0.000 4390 10 15.162 0.000 3.940 0.000 120.070 0.000 36.935 0.000 4400 10 13.373 0.000 4.073 0.000 142.675 0.000 40.065 0.000 4410 10 6.496 0.000 5.665 0.000 99.345 0.000 48.690 0.000 4420 10 6.512 0.000 2.654 0.140 65.040 0.000 41.595 0.700 4430 10 4.653 0.000 2.180 0.000 55.825 0.000 24.170 0.700 4440 10 4.048 0.000 3.037 0.000 43.505 0.000 26.085 0.000 4450 10 2.805 0.000 3.694 0.000 34.265 0.000 33.655 0.000 4460 10 4.332 0.000 7.000 0.000 35.685 0.000 53.470 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 4470 10 4.654 0.000 11.855 0.000 44.930 0.000 94.275 0.000 4480 10 5.817 0.000 23.861 0.000 52.355 0.000 178.580 0.000 4490 10 6.084 0.000 30.964 0.000 59.505 0.000 274.125 0.000 4500 10 5.833 0.000 21.928 0.000 59.585 0.000 264.460 0.000 4510 10 4.171 0.000 15.518 0.000 50.020 0.000 187.230 0.000 4520 10 4.086 0.000 15.988 0.000 41.285 0.000 157.530 0.000 4530 10 3.692 0.000 9.333 0.000 38.890 0.000 126.605 0.000 4540 10 1.785 0.228 12.037 0.000 27.385 1.140 106.850 0.000 4550 10 1.428 0.247 14.181 0.000 16.065 2.375 131.090 0.000 4560 10 2.389 0.000 16.443 0.000 19.085 1.235 153.120 0.000 4570 10 3.426 0.000 17.145 0.000 29.075 0.000 167.940 0.000 4580 10 4.699 0.000 17.677 0.000 40.625 0.000 174.110 0.000 4590 10 4.847 0.000 13.225 0.000 47.730 0.000 154.510 0.000 4600 10 3.555 0.000 7.157 0.000 42.010 0.000 101.910 0.000 4610 10 1.579 0.415 5.680 0.000 25.670 2.075 64.185 0.000 4620 10 2.489 0.002 4.057 0.000 20.340 2.085 48.685 0.000 4630 10 1.393 0.505 3.365 0.000 19.410 2.535 37.110 0.000 4640 10 0.971 0.795 4.693 0.000 11.820 6.500 40.290 0.000 4650 10 2.164 0.601 5.389 0.000 15.675 6.980 50.410 0.000 4660 10 3.263 0.014 6.161 0.000 27.135 3.075 57.750 0.000 4670 10 4.140 0.000 7.884 0.000 37.015 0.070 70.225 0.000 4680 10 4.283 0.000 8.372 0.000 42.115 0.000 81.280 0.000 4690 10 4.502 0.000 6.386 0.000 43.925 0.000 73.790 0.000 4700 10 4.004 0.000 6.034 0.000 42.530 0.000 62.100 0.000 4710 10 2.515 0.000 6.212 0.000 32.595 0.000 61.230 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 4720 10 3.805 0.000 6.344 0.000 31.600 0.000 62.780 0.000 4730 10 4.288 0.000 10.724 0.000 40.465 0.000 85.340 0.000 4740 10 4.439 0.000 20.247 0.000 43.635 0.000 154.855 0.000 4750 10 4.635 0.000 19.842 0.000 45.370 0.000 200.445 0.000 4760 10 4.868 0.000 21.058 0.000 47.515 0.000 204.500 0.000 4770 10 5.822 0.000 18.852 0.000 53.450 0.000 199.550 0.000 4780 10 5.511 0.000 15.521 0.000 56.665 0.000 171.865 0.000 4790 10 4.804 0.000 16.074 0.000 51.575 0.000 157.975 0.000 4800 10 4.877 0.000 14.474 0.000 48.405 0.000 152.740 0.000 4810 10 3.165 0.000 11.116 0.000 40.210 0.000 127.950 0.000 4820 10 1.108 0.000 10.910 0.000 21.365 0.000 110.130 0.000 4830 10 0.128 0.363 9.908 0.228 6.180 1.815 104.090 1.140 4840 10 0.544 0.195 10.519 0.057 3.360 2.790 102.135 1.425 4850 10 0.812 0.000 11.674 0.000 6.780 0.975 110.965 0.285 4860 10 2.479 0.000 9.029 0.000 16.455 0.000 103.515 0.000 4870 10 1.387 0.133 9.198 0.000 19.330 0.665 91.135 0.000 4880 10 0.809 1.677 9.756 0.000 10.980 9.050 94.770 0.000 4890 10 0.483 1.621 5.975 0.000 6.460 16.490 78.655 0.000 4900 10 2.253 0.000 6.926 0.000 13.680 8.105 64.505 0.000 4910 10 2.817 0.000 11.213 0.000 25.350 0.000 90.695 0.000 4920 10 2.054 0.003 11.623 0.000 24.355 0.015 114.180 0.000 4930 10 1.266 8.552 10.364 0.000 16.600 42.775 109.935 0.000 4940 10 1.535 0.169 9.508 0.000 14.005 43.605 99.360 0.000 4950 10 2.432 0.000 9.236 0.000 19.835 0.845 93.720 0.000 4960 10 2.811 0.000 9.638 0.000 26.215 0.000 94.370 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 4970 10 3.516 0.000 11.626 0.000 31.635 0.000 106.320 0.000 4980 10 3.761 0.000 13.045 0.000 36.385 0.000 123.355 0.000 4990 10 1.937 0.000 11.229 0.000 28.490 0.000 121.370 0.000 5000 10 0.184 0.929 11.326 0.039 10.605 4.645 112.775 0.195 5010 10 0.000 1.801 9.172 0.231 0.920 13.650 102.490 1.350 5020 10 2.359 2.086 16.915 0.000 11.795 19.435 130.435 1.155 5030 10 0.542 0.718 20.577 0.000 14.505 14.020 187.460 0.000 5040 10 0.245 1.200 24.583 0.000 3.935 9.590 225.800 0.000 5050 10 0.359 1.989 31.868 0.000 3.020 15.945 282.255 0.000 5060 10 0.151 2.122 30.996 0.000 2.550 20.555 314.320 0.000 5070 10 0.153 1.663 31.530 0.000 1.520 18.925 312.630 0.000 5080 10 0.005 2.271 21.144 0.000 0.790 19.670 263.370 0.000 5090 10 0.000 2.888 13.309 0.009 0.025 25.795 172.265 0.045 5100 10 0.000 3.343 5.927 0.539 0.000 31.155 96.180 2.740 5110 10 0.000 2.509 0.000 1.961 0.000 29.260 29.635 12.500 5120 10 0.000 2.061 0.348 0.247 0.000 22.850 1.740 11.040 5130 10 0.009 0.676 1.471 0.000 0.045 13.685 9.095 1.235 5140 10 1.198 0.000 3.630 0.000 6.035 3.380 25.505 0.000 5150 10 6.031 0.000 5.455 0.000 36.145 0.000 45.425 0.000 5160 10 8.302 0.000 7.266 0.000 71.665 0.000 63.605 0.000 5170 10 5.966 0.000 7.606 0.000 71.340 0.000 74.360 0.000 5180 10 5.776 0.000 6.760 0.000 58.710 0.000 71.830 0.000 5190 10 4.452 0.000 6.062 0.000 51.140 0.000 64.110 0.000 5200 10 0.861 0.978 5.536 0.000 26.565 4.890 57.990 0.000 5210 10 2.467 0.000 4.780 0.000 16.640 4.890 51.580 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 5220 10 9.701 0.000 6.987 0.000 60.840 0.000 58.835 0.000 5230 10 10.892 0.000 7.609 0.000 102.965 0.000 72.980 0.000 5240 10 5.860 0.000 4.951 0.000 83.760 0.000 62.800 0.000 5250 10 3.343 0.000 3.430 0.000 46.015 0.000 41.905 0.000 5260 10 2.125 0.000 1.896 0.296 27.340 0.000 26.630 1.480 5270 10 2.704 0.000 1.603 0.142 24.145 0.000 17.495 2.190 5280 10 3.261 0.000 1.630 0.366 29.825 0.000 16.165 2.540 5290 10 3.552 0.000 4.033 0.000 34.065 0.000 28.315 1.830 5300 10 9.213 0.000 4.387 0.000 63.825 0.000 42.100 0.000 5310 10 11.199 0.000 5.522 0.000 102.060 0.000 49.545 0.000 5320 10 16.598 0.000 6.430 0.000 138.985 0.000 59.760 0.000 5330 10 15.797 0.000 4.225 0.000 161.975 0.000 53.275 0.000 5340 10 19.568 0.000 5.114 0.000 176.825 0.000 46.695 0.000 5350 10 12.269 0.000 6.166 0.000 159.185 0.000 56.400 0.000 5360 10 9.371 0.000 4.098 0.000 108.200 0.000 51.320 0.000 5370 10 6.521 0.000 2.453 0.251 79.460 0.000 32.755 1.255 5380 10 5.765 0.000 4.808 0.000 61.430 0.000 36.305 1.255 5390 10 6.952 0.000 4.391 0.000 63.585 0.000 45.995 0.000 5400 10 4.548 0.000 3.585 0.000 57.500 0.000 39.880 0.000 5410 10 7.237 0.000 4.752 0.000 58.925 0.000 41.685 0.000 5420 10 8.789 0.000 6.799 0.000 80.130 0.000 57.755 0.000 5430 10 11.899 0.000 6.717 0.000 103.440 0.000 67.580 0.000 5440 10 10.932 0.000 5.919 0.000 114.155 0.000 63.180 0.000 5450 10 6.933 0.000 4.629 0.000 89.325 0.000 52.740 0.000 5460 10 4.196 0.000 4.409 0.000 55.645 0.000 45.190 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 5470 10 4.920 0.000 6.178 0.000 45.580 0.000 52.935 0.000 5480 10 5.522 0.000 5.772 0.000 52.210 0.000 59.750 0.000 5490 10 6.155 0.000 6.056 0.000 58.385 0.000 59.140 0.000 5500 10 5.890 0.000 5.667 0.000 60.225 0.000 58.615 0.000 5510 10 5.548 0.000 5.289 0.000 57.190 0.000 54.780 0.000 5520 10 5.524 0.000 5.040 0.000 55.360 0.000 51.645 0.000 5530 10 5.064 0.000 3.367 0.000 52.940 0.000 42.035 0.000 5540 10 5.581 0.000 4.131 0.000 53.225 0.000 37.490 0.000 5550 10 6.022 0.000 4.673 0.000 58.015 0.000 44.020 0.000 5560 10 8.325 0.000 6.475 0.000 71.735 0.000 55.740 0.000 5570 10 7.088 0.000 5.681 0.000 77.065 0.000 60.780 0.000 5580 10 6.247 0.000 5.142 0.000 66.675 0.000 54.115 0.000 5590 10 5.913 0.000 5.862 0.000 60.800 0.000 55.020 0.000 5600 10 5.416 0.000 5.633 0.000 56.645 0.000 57.475 0.000 5610 10 6.050 0.000 6.462 0.000 57.330 0.000 60.475 0.000 5620 10 5.832 0.000 7.105 0.000 59.410 0.000 67.835 0.000 5630 10 6.025 0.000 6.503 0.000 59.285 0.000 68.040 0.000 5640 10 6.623 0.000 5.197 0.000 63.240 0.000 58.500 0.000 5650 10 5.961 0.000 6.057 0.000 62.920 0.000 56.270 0.000 5660 10 6.495 0.000 6.930 0.000 62.280 0.000 64.935 0.000 5670 10 5.887 0.000 6.036 0.000 61.910 0.000 64.830 0.000 5680 10 6.242 0.000 4.155 0.000 60.645 0.000 50.955 0.000 5690 10 6.265 0.000 3.717 0.000 62.535 0.000 39.360 0.000 5700 10 5.911 0.000 3.381 0.000 60.880 0.000 35.490 0.000 5710 10 5.852 0.000 4.508 0.000 58.815 0.000 39.445 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 5720 10 6.208 0.000 5.533 0.000 60.300 0.000 50.205 0.000 5730 10 5.987 0.000 5.375 0.000 60.975 0.000 54.540 0.000 5740 10 5.838 0.000 4.903 0.000 59.125 0.000 51.390 0.000 5750 10 4.992 0.000 4.736 0.000 54.150 0.000 48.195 0.000 5760 10 5.069 0.000 4.530 0.000 50.305 0.000 46.330 0.000 5770 10 5.448 0.000 4.870 0.000 52.585 0.000 47.000 0.000 5780 10 4.637 0.000 5.137 0.076 50.425 0.000 50.035 0.380 5790 10 6.141 0.000 6.247 0.000 53.890 0.000 56.920 0.380 5800 10 6.621 0.000 5.608 0.000 63.810 0.000 59.275 0.000 5810 10 5.588 0.000 7.784 0.000 61.045 0.000 66.960 0.000 5820 10 4.965 0.000 7.258 0.000 52.765 0.000 75.210 0.000 5830 10 5.304 0.000 6.459 0.000 51.345 0.000 68.585 0.000 5840 10 5.190 0.000 7.220 0.000 52.470 0.000 68.395 0.000 5850 10 6.160 0.000 7.748 0.000 56.750 0.000 74.840 0.000 5860 10 5.892 0.000 5.754 0.000 60.260 0.000 67.510 0.000 5870 10 6.380 0.000 6.566 0.000 61.360 0.000 61.600 0.000 5880 10 6.689 0.000 6.485 0.000 65.345 0.000 65.255 0.000 5890 10 6.790 0.000 6.298 0.000 67.395 0.000 63.915 0.000 5900 10 7.396 0.000 7.159 0.000 70.930 0.000 67.285 0.000 5910 10 7.257 0.000 6.721 0.000 73.265 0.000 69.400 0.000 5920 10 8.736 0.000 7.484 0.000 79.965 0.000 71.025 0.000 5930 10 6.727 0.000 7.067 0.000 77.315 0.000 72.755 0.000 5940 10 6.733 0.000 7.086 0.000 67.300 0.000 70.765 0.000 5950 10 7.022 0.000 5.359 0.000 68.775 0.000 62.225 0.000 5960 10 6.499 0.000 4.693 0.000 67.605 0.000 50.260 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 5970 10 5.031 0.000 4.133 0.000 57.650 0.000 44.130 0.000 5980 10 4.528 0.000 5.304 0.000 47.795 0.000 47.185 0.000 5990 10 4.968 0.000 7.623 0.000 47.480 0.000 64.635 0.000 6000 10 5.588 0.000 9.513 0.000 52.780 0.000 85.680 0.000 6010 10 6.315 0.000 9.514 0.000 59.515 0.000 95.135 0.000 6020 10 6.379 0.000 6.194 0.000 63.470 0.000 78.540 0.000 6030 10 6.723 0.000 5.616 0.000 65.510 0.000 59.050 0.000 6040 10 5.907 0.000 3.488 0.000 63.150 0.000 45.520 0.000 6050 10 5.506 0.000 2.320 0.000 57.065 0.000 29.040 0.000 6060 10 6.063 0.000 6.517 0.000 57.845 0.000 44.185 0.000 6070 10 5.202 0.000 6.674 0.000 56.325 0.000 65.955 0.000 6080 10 3.714 0.000 5.873 0.000 44.580 0.000 62.735 0.000 6090 10 3.649 0.000 4.829 0.000 36.815 0.000 53.510 0.000 6100 10 1.876 0.131 6.096 0.154 27.625 0.655 54.625 0.770 6110 10 3.280 0.054 3.950 0.151 25.780 0.925 50.230 1.525 6120 10 4.861 0.000 6.232 0.000 40.705 0.270 50.910 0.755 6130 10 4.314 0.000 5.995 0.000 45.875 0.000 61.135 0.000 6140 10 6.538 0.000 6.016 0.000 54.260 0.000 60.055 0.000 6150 10 5.982 0.000 5.068 0.000 62.600 0.000 55.420 0.000 6160 10 5.441 0.000 5.245 0.000 57.115 0.000 51.565 0.000 6170 10 5.487 0.000 5.396 0.000 54.640 0.000 53.205 0.000 6180 10 5.531 0.000 4.475 0.000 55.090 0.000 49.355 0.000 6190 10 6.323 0.000 3.572 0.000 59.270 0.000 40.235 0.000 6200 10 6.636 0.000 3.408 0.000 64.795 0.000 34.900 0.000 6210 10 6.712 0.000 3.687 0.000 66.740 0.000 35.475 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 6220 10 6.208 0.000 4.894 0.000 64.600 0.000 42.905 0.000 6230 10 6.525 0.000 3.807 0.000 63.665 0.000 43.505 0.000 6240 10 5.434 0.000 3.666 0.000 59.795 0.000 37.365 0.000 6250 10 4.443 0.000 3.964 0.000 49.385 0.000 38.150 0.000 6260 10 5.494 0.000 4.770 0.000 49.685 0.000 43.670 0.000 6270 10 6.704 0.000 4.516 0.000 60.990 0.000 46.430 0.000 6280 10 6.541 0.000 5.483 0.000 66.225 0.000 49.995 0.000 6290 10 5.300 0.000 7.858 0.000 59.205 0.000 66.705 0.000 6300 10 8.053 0.000 6.547 0.000 66.765 0.000 72.025 0.000 6310 10 10.868 0.000 7.690 0.000 94.605 0.000 71.185 0.000 6320 10 9.084 0.000 6.559 0.000 99.760 0.000 71.245 0.000 6330 10 10.386 0.000 5.521 0.000 97.350 0.000 60.400 0.000 6340 10 8.479 0.000 5.944 0.000 94.325 0.000 57.325 0.000 6350 10 5.982 0.000 6.605 0.000 72.305 0.000 62.745 0.000 6360 10 3.235 0.000 7.383 0.000 46.085 0.000 69.940 0.000 6370 10 3.400 0.000 5.893 0.000 33.175 0.000 66.380 0.000 6380 10 4.411 0.000 4.135 0.000 39.055 0.000 50.140 0.000 6390 10 5.735 0.000 3.615 0.000 50.730 0.000 38.750 0.000 6400 10 7.937 0.000 4.904 0.000 68.360 0.000 42.595 0.000 6410 10 13.074 0.000 5.731 0.000 105.055 0.000 53.175 0.000 6420 10 10.016 0.000 4.356 0.000 115.450 0.000 50.435 0.000 6430 10 11.016 0.000 5.506 0.000 105.160 0.000 49.310 0.000 6440 10 17.938 0.000 5.942 0.000 144.770 0.000 57.240 0.000 6450 10 20.717 0.000 6.695 0.000 193.275 0.000 63.185 0.000 6460 10 19.419 0.000 5.906 0.000 200.680 0.000 63.005 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 6470 10 19.200 0.000 4.545 0.000 193.095 0.000 52.255 0.000 6480 10 13.650 0.000 3.951 0.000 164.250 0.000 42.480 0.000 6490 10 15.884 0.000 3.739 0.043 147.670 0.000 38.450 0.215 6500 10 11.157 0.000 4.957 0.000 135.205 0.000 43.480 0.215 6510 10 13.281 0.000 4.076 0.000 122.190 0.000 45.165 0.000 6520 10 14.692 0.000 4.157 0.000 139.865 0.000 41.165 0.000 6530 10 16.682 0.000 4.013 0.000 156.870 0.000 40.850 0.000 6540 10 8.008 0.000 5.262 0.000 123.450 0.000 46.375 0.000 6550 10 6.835 0.000 6.938 0.000 74.215 0.000 61.000 0.000 6560 10 10.072 0.000 14.238 0.000 84.535 0.000 105.880 0.000 6570 10 6.834 0.000 10.017 0.000 84.530 0.000 121.275 0.000 6580 10 12.482 0.000 4.921 0.000 96.580 0.000 74.690 0.000 6590 10 8.632 0.000 3.660 0.000 105.570 0.000 42.905 0.000 6600 10 8.275 0.000 3.898 0.000 84.535 0.000 37.790 0.000 6610 10 11.330 0.000 4.571 0.000 98.025 0.000 42.345 0.000 6620 10 10.912 0.000 6.249 0.000 111.210 0.000 54.100 0.000 6630 10 11.296 0.000 7.970 0.000 111.040 0.000 71.095 0.000 6640 10 15.257 0.000 9.451 0.000 132.765 0.000 87.105 0.000 6650 10 11.947 0.000 7.850 0.000 136.020 0.000 86.505 0.000 6660 10 9.923 0.000 8.959 0.000 109.350 0.000 84.045 0.000 6670 10 11.325 0.000 5.609 0.000 106.240 0.000 72.840 0.000 6680 10 6.937 0.000 4.696 0.000 91.310 0.000 51.525 0.000 6690 10 6.643 0.000 4.783 0.000 67.900 0.000 47.395 0.000 6700 10 8.030 0.000 4.969 0.000 73.365 0.000 48.760 0.000 6710 10 6.630 0.000 3.484 0.000 73.300 0.000 42.265 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 6720 10 7.232 0.000 4.198 0.000 69.310 0.000 38.410 0.000 6730 10 8.420 0.000 5.847 0.000 78.260 0.000 50.225 0.000 6740 10 5.084 0.000 8.418 0.000 67.520 0.000 71.325 0.000 6750 10 5.148 0.000 7.335 0.000 51.160 0.000 78.765 0.000 6760 10 3.977 0.000 8.732 0.000 45.625 0.000 80.335 0.000 6770 10 4.878 0.000 6.177 0.000 44.275 0.000 74.545 0.000 6780 10 3.579 0.000 5.761 0.000 42.285 0.000 59.690 0.000 6790 10 4.286 0.000 6.159 0.000 39.325 0.000 59.600 0.000 6800 10 4.014 0.000 5.309 0.000 41.500 0.000 57.340 0.000 6810 10 4.534 0.000 4.484 0.000 42.740 0.000 48.965 0.000 6820 10 5.005 0.000 3.301 0.000 47.695 0.000 38.925 0.000 6830 10 2.771 0.022 4.219 0.000 38.880 0.110 37.600 0.000 6840 10 4.523 0.000 3.820 0.000 36.470 0.110 40.195 0.000 6850 10 5.205 0.000 5.377 0.000 48.640 0.000 45.985 0.000 6860 10 4.863 0.000 4.739 0.000 50.340 0.000 50.580 0.000 6870 10 3.188 0.000 2.409 0.000 40.255 0.000 35.740 0.000 6880 10 3.867 0.000 1.543 0.212 35.275 0.000 19.760 1.060 6890 10 5.033 0.000 2.550 0.033 44.500 0.000 20.465 1.225 6900 10 4.080 0.000 3.858 0.000 45.565 0.000 32.040 0.165 6910 10 5.634 0.000 5.716 0.000 48.570 0.000 47.870 0.000 6920 10 5.544 0.000 6.056 0.000 55.890 0.000 58.860 0.000 6930 10 6.107 0.000 6.785 0.000 58.255 0.000 64.205 0.000 6940 10 6.298 0.000 7.208 0.000 62.025 0.000 69.965 0.000 6950 10 6.603 0.000 8.647 0.000 64.505 0.000 79.275 0.000 6960 10 6.244 0.000 7.355 0.000 64.235 0.000 80.010 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 6970 10 2.043 0.669 5.055 0.000 41.435 3.345 62.050 0.000 6980 10 4.245 0.000 6.362 0.000 31.440 3.345 57.085 0.000 6990 10 2.860 0.170 8.022 0.000 35.525 0.850 71.920 0.000 7000 10 4.002 0.000 9.309 0.000 34.310 0.850 86.655 0.000 7010 10 2.736 0.000 6.620 0.000 33.690 0.000 79.645 0.000 7020 10 2.632 0.046 5.983 0.000 26.840 0.230 63.015 0.000 7030 10 3.912 0.000 6.558 0.000 32.720 0.230 62.705 0.000 7040 10 3.085 0.000 5.807 0.000 34.985 0.000 61.825 0.000 7050 10 3.641 0.000 8.020 0.000 33.630 0.000 69.135 0.000 7060 10 5.399 0.000 8.588 0.000 45.200 0.000 83.040 0.000 7070 10 5.779 0.000 12.739 0.000 55.890 0.000 106.635 0.000 7080 10 4.580 0.000 9.144 0.000 51.795 0.000 109.415 0.000 7090 10 4.014 0.000 6.997 0.000 42.970 0.000 80.705 0.000 7100 10 2.168 0.436 6.695 0.000 30.910 2.180 68.460 0.000 7110 10 2.031 1.706 5.729 0.000 20.995 10.710 62.120 0.000 7120 10 1.562 2.276 5.495 0.000 17.965 19.910 56.120 0.000 7130 10 1.904 1.388 5.390 0.000 17.330 18.320 54.425 0.000 7140 10 2.536 0.000 5.016 0.000 22.200 6.940 52.030 0.000 7150 10 6.271 0.000 5.817 0.000 44.035 0.000 54.165 0.000 7160 10 8.512 0.000 4.358 0.000 73.915 0.000 50.875 0.000 7170 10 14.935 0.000 4.319 0.000 117.235 0.000 43.385 0.000 7180 10 16.174 0.000 4.971 0.000 155.545 0.000 46.450 0.000 7190 10 12.379 0.000 8.244 0.000 142.765 0.000 66.075 0.000 7200 10 6.601 0.000 5.843 0.000 94.900 0.000 70.435 0.000 7210 10 4.772 0.000 7.051 0.000 56.865 0.000 64.470 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 7220 10 3.352 0.068 13.437 0.000 40.620 0.340 102.440 0.000 7230 10 3.277 0.000 13.417 0.000 33.145 0.340 134.270 0.000 7240 10 4.263 0.000 16.510 0.000 37.700 0.000 149.635 0.000 7250 10 5.055 0.000 14.156 0.000 46.590 0.000 153.330 0.000 7260 10 3.564 0.000 13.799 0.000 43.095 0.000 139.775 0.000 7270 10 2.909 0.000 12.612 0.000 32.365 0.000 132.055 0.000 7280 10 3.498 0.000 9.185 0.000 32.035 0.000 108.985 0.000 7290 10 3.505 0.000 18.349 0.000 35.015 0.000 137.670 0.000 7300 10 3.774 0.000 33.354 0.000 36.395 0.000 258.515 0.000 7310 10 5.238 0.000 30.235 0.000 45.060 0.000 317.945 0.000 7320 10 5.512 0.000 41.872 0.000 53.750 0.000 360.535 0.000 7330 10 4.799 0.000 43.198 0.000 51.555 0.000 425.350 0.000 7340 10 5.281 0.000 24.898 0.000 50.400 0.000 340.480 0.000 7350 10 4.848 0.278 14.717 0.000 50.645 1.390 198.075 0.000 7360 10 4.914 0.053 12.934 0.000 48.810 1.655 138.255 0.000 7370 10 4.446 0.833 8.841 0.000 46.800 4.430 108.875 0.000 7380 10 3.086 1.712 14.652 0.000 37.660 12.725 117.465 0.000 7390 10 3.819 0.449 16.695 0.000 34.525 10.805 156.735 0.000 7400 10 5.933 0.000 27.666 0.000 48.760 2.245 221.805 0.000 7410 10 5.036 0.000 28.047 0.000 54.845 0.000 278.565 0.000 7420 10 4.417 0.000 23.997 0.000 47.265 0.000 260.220 0.000 7430 10 5.658 0.000 16.812 0.000 50.375 0.000 204.045 0.000 7440 10 4.896 0.000 19.988 0.000 52.770 0.000 184.000 0.000 7450 10 6.251 0.000 6.003 0.000 55.735 0.000 129.955 0.000 7460 10 0.518 3.099 2.160 0.000 33.845 15.495 40.815 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 7470 10 0.000 2.911 0.495 0.132 2.590 30.050 13.275 0.660 7480 10 2.099 0.000 0.852 0.000 10.495 14.555 6.735 0.660 7490 10 4.589 0.000 2.611 0.000 33.440 0.000 17.315 0.000 7500 10 5.516 0.000 8.938 0.000 50.525 0.000 57.745 0.000 7510 10 6.650 0.000 10.795 0.000 60.830 0.000 98.665 0.000 7520 10 6.630 0.000 7.816 0.000 66.400 0.000 93.055 0.000 7530 10 6.802 0.000 11.286 0.000 67.160 0.000 95.510 0.000 7540 10 6.490 0.000 9.270 0.000 66.460 0.000 102.780 0.000 7550 10 7.998 0.000 8.134 0.000 72.440 0.000 87.020 0.000 7560 10 8.687 0.000 5.007 0.000 83.425 0.000 65.705 0.000 7570 10 7.356 0.000 3.589 0.068 80.215 0.000 42.980 0.340 7580 10 5.946 0.000 6.376 0.000 66.510 0.000 49.825 0.340 7590 10 5.221 0.000 7.307 0.000 55.835 0.000 68.415 0.000 7600 10 4.714 0.000 5.917 0.000 49.675 0.000 66.120 0.000 7610 10 6.687 0.000 6.096 0.000 57.005 0.000 60.065 0.000 7620 10 5.206 0.000 3.120 0.000 59.465 0.000 46.080 0.000 7630 10 4.389 0.000 2.656 0.000 47.975 0.000 28.880 0.000 7640 10 5.126 0.000 4.118 0.000 47.575 0.000 33.870 0.000 7650 10 6.142 0.000 11.187 0.000 56.340 0.000 76.525 0.000 7660 10 6.239 0.000 11.577 0.000 61.905 0.000 113.820 0.000 7670 10 4.804 0.000 5.573 0.000 55.215 0.000 85.750 0.000 7680 10 3.382 0.000 2.664 0.015 40.930 0.000 41.185 0.075 7690 10 5.814 0.000 14.254 0.000 45.980 0.000 84.590 0.075 7700 10 5.925 0.000 22.333 0.000 58.695 0.000 182.935 0.000 7710 10 6.039 0.000 17.910 0.000 59.820 0.000 201.215 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 7720 10 4.167 0.000 11.880 0.000 51.030 0.000 148.950 0.000 7730 10 4.105 0.000 9.331 0.000 41.360 0.000 106.055 0.000 7740 10 3.088 0.000 10.794 0.000 35.965 0.000 100.625 0.000 7750 10 2.052 0.000 11.058 0.000 25.700 0.000 109.260 0.000 7760 10 3.092 0.000 12.082 0.000 25.720 0.000 115.700 0.000 7770 10 5.006 0.000 22.871 0.000 40.490 0.000 174.765 0.000 7780 10 7.254 0.000 21.409 0.000 61.300 0.000 221.400 0.000 7790 10 5.482 0.000 13.466 0.000 63.680 0.000 174.375 0.000 7800 10 4.436 0.000 21.057 0.000 49.590 0.000 172.615 0.000 7810 10 4.361 0.000 14.944 0.000 43.985 0.000 180.005 0.000 7820 10 6.056 0.000 14.359 0.000 52.085 0.000 146.515 0.000 7830 10 3.426 0.240 9.148 0.000 47.410 1.200 117.535 0.000 7840 10 1.641 4.320 10.735 0.000 25.335 22.800 99.415 0.000 7850 10 1.452 6.494 4.728 0.000 15.465 54.070 77.315 0.000 7860 10 2.394 0.258 8.878 0.000 19.230 33.760 68.030 0.000 7870 10 3.608 0.000 10.753 0.000 30.010 1.290 98.155 0.000 7880 10 6.035 0.000 20.370 0.000 48.215 0.000 155.615 0.000 7890 10 2.864 0.000 5.354 0.000 44.495 0.000 128.620 0.000 7900 10 0.783 0.457 3.853 0.000 18.235 2.285 46.035 0.000 7910 10 1.001 1.639 2.675 0.000 8.920 10.480 32.640 0.000 7920 10 0.507 2.298 3.122 0.000 7.540 19.685 28.985 0.000 7930 10 0.972 0.169 3.952 0.000 7.395 12.335 35.370 0.000 7940 10 4.728 0.000 2.069 0.653 28.500 0.845 30.105 3.265 7950 10 6.558 0.000 1.530 6.633 56.430 0.000 17.995 36.430 7960 10 5.650 0.000 1.284 2.269 61.040 0.000 14.070 44.510 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 7970 10 5.015 0.000 1.749 0.680 53.325 0.000 15.165 14.745 7980 10 4.301 0.000 4.462 0.000 46.580 0.000 31.055 3.400 7990 10 4.542 0.000 10.800 0.000 44.215 0.000 76.310 0.000 8000 10 2.854 0.034 17.139 0.000 36.980 0.170 139.695 0.000 8010 10 2.518 1.000 26.510 0.000 26.860 5.170 218.245 0.000 8020 10 4.508 0.000 44.229 0.000 35.130 5.000 353.695 0.000 8030 10 5.974 0.000 69.607 0.000 52.410 0.000 569.180 0.000 8040 10 6.441 0.000 69.170 0.000 62.075 0.000 693.885 0.000 8050 10 5.107 0.000 40.634 0.000 57.740 0.000 549.020 0.000 8060 10 3.929 0.000 30.284 0.000 45.180 0.000 354.590 0.000 8070 10 4.591 0.000 34.747 0.000 42.600 0.000 325.155 0.000 8080 10 3.284 0.000 12.830 0.000 39.375 0.000 237.885 0.000 8090 10 2.630 0.176 7.189 0.000 29.570 0.880 100.095 0.000 8100 10 1.791 2.201 4.839 0.000 22.105 11.885 60.140 0.000 8110 10 0.734 12.145 1.090 2.249 12.625 71.730 29.645 11.245 8120 10 1.247 3.807 9.547 0.000 9.905 79.760 53.185 11.245 8130 10 1.947 1.870 14.136 0.000 15.970 28.385 118.415 0.000 8140 10 2.390 1.774 7.752 0.000 21.685 18.220 109.440 0.000 8150 10 3.015 0.360 7.134 0.000 27.025 10.670 74.430 0.000 8160 10 8.025 0.000 7.784 0.000 55.200 1.800 74.590 0.000 8170 10 12.006 0.000 6.175 0.000 100.155 0.000 69.795 0.000 8180 10 15.263 0.000 5.583 0.000 136.345 0.000 58.790 0.000 8190 10 30.017 0.000 6.727 0.000 226.400 0.000 61.550 0.000 8200 10 16.931 0.000 6.121 0.000 234.740 0.000 64.240 0.000 8210 10 7.607 0.000 4.874 0.000 122.690 0.000 54.975 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 8220 10 3.328 0.000 4.194 0.000 54.675 0.000 45.340 0.000 8230 10 4.037 0.000 4.037 0.000 36.825 0.000 41.155 0.000 8240 10 5.139 0.000 4.186 0.000 45.880 0.000 41.115 0.000 8250 10 3.844 0.000 4.414 0.000 44.915 0.000 43.000 0.000 8260 10 4.377 0.000 5.541 0.000 41.105 0.000 49.775 0.000 8270 10 5.409 0.000 5.656 0.000 48.930 0.000 55.985 0.000 8280 10 6.188 0.000 4.590 0.000 57.985 0.000 51.230 0.000 8290 10 7.454 0.000 5.499 0.000 68.210 0.000 50.445 0.000 8300 10 10.221 0.000 5.010 0.000 88.375 0.000 52.545 0.000 8310 10 12.882 0.000 5.058 0.000 115.515 0.000 50.340 0.000 8320 10 6.112 0.000 4.779 0.000 94.970 0.000 49.185 0.000 8330 10 5.834 0.000 4.654 0.000 59.730 0.000 47.165 0.000 8340 10 7.451 0.000 5.372 0.000 66.425 0.000 50.130 0.000 8350 10 5.440 0.000 4.284 0.000 64.455 0.000 48.280 0.000 8360 10 5.116 0.000 4.088 0.000 52.780 0.000 41.860 0.000 8370 10 5.079 0.000 4.245 0.000 50.975 0.000 41.665 0.000 8380 10 4.859 0.000 3.025 0.000 49.690 0.000 36.350 0.000 8390 10 3.695 0.000 1.568 0.484 42.770 0.000 22.965 2.420 8400 10 1.374 0.024 2.395 0.000 25.345 0.120 19.815 2.420 8410 10 0.553 0.862 2.535 0.000 9.635 4.430 24.650 0.000 8420 10 0.904 0.738 2.601 0.000 7.285 8.000 25.680 0.000 8430 10 1.590 2.313 6.024 0.000 12.470 15.255 43.125 0.000 8440 10 2.015 2.530 5.302 0.000 18.025 24.215 56.630 0.000 8450 10 2.807 0.763 6.139 0.000 24.110 16.465 57.205 0.000 8460 10 5.141 0.000 4.684 0.000 39.740 3.815 54.115 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 8470 10 3.880 0.000 1.372 1.987 45.105 0.000 30.280 9.935 8480 10 3.057 0.000 0.886 2.953 34.685 0.000 11.290 24.700 8490 10 2.373 0.001 1.189 1.271 27.150 0.005 10.375 21.120 8500 10 2.052 1.363 1.691 0.094 22.125 6.820 14.400 6.825 8510 10 2.400 0.447 2.180 0.000 22.260 9.050 19.355 0.470 8520 10 3.320 0.000 1.477 1.018 28.600 2.235 18.285 5.090 8530 10 4.332 0.000 1.502 0.231 38.260 0.000 14.895 6.245 8540 10 4.545 0.000 3.553 0.000 44.385 0.000 25.275 1.155 8550 10 9.577 0.000 5.192 0.000 70.610 0.000 43.725 0.000 8560 10 8.198 0.000 5.157 0.000 88.875 0.000 51.745 0.000 8570 10 6.747 0.000 6.858 0.000 74.725 0.000 60.075 0.000 8580 10 9.401 0.000 8.398 0.000 80.740 0.000 76.280 0.000 8590 10 18.936 0.000 5.825 0.000 141.685 0.000 71.115 0.000 8600 10 21.840 0.000 3.887 0.032 203.880 0.000 48.560 0.160 8610 10 7.146 0.000 5.604 0.000 144.930 0.000 47.455 0.160 8620 10 7.429 0.000 4.429 0.000 72.875 0.000 50.165 0.000 8630 10 9.260 0.000 5.184 0.000 83.445 0.000 48.065 0.000 8640 10 12.236 0.000 5.510 0.000 107.480 0.000 53.470 0.000 8650 10 13.445 0.000 5.646 0.000 128.405 0.000 55.780 0.000 8660 10 13.411 0.000 5.546 0.000 134.280 0.000 55.960 0.000 8670 10 16.089 0.000 5.493 0.000 147.500 0.000 55.195 0.000 8680 10 11.234 0.000 5.710 0.000 136.615 0.000 56.015 0.000 8690 10 6.550 0.000 6.347 0.000 88.920 0.000 60.285 0.000 8700 10 5.405 0.000 7.259 0.000 59.775 0.000 68.030 0.000 8710 10 4.170 0.000 13.407 0.000 47.875 0.000 103.330 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 8720 10 4.934 0.000 21.421 0.000 45.520 0.000 174.140 0.000 8730 10 5.222 0.000 34.672 0.000 50.780 0.000 280.465 0.000 8740 10 4.623 0.000 55.842 0.000 49.225 0.000 452.570 0.000 8750 10 6.376 0.000 63.058 0.000 54.995 0.000 594.500 0.000 8760 10 6.779 0.000 41.527 0.000 65.775 0.000 522.925 0.000 8770 10 4.637 0.000 25.553 0.000 57.080 0.000 335.400 0.000 8780 10 2.794 0.318 11.769 0.000 37.155 1.590 186.610 0.000 8790 10 2.951 0.127 8.531 0.000 28.725 2.225 101.500 0.000 8800 10 4.329 0.000 10.247 0.000 36.400 0.635 93.890 0.000 8810 10 4.780 0.000 28.128 0.000 45.545 0.000 191.875 0.000 8820 10 4.860 0.000 43.957 0.000 48.200 0.000 360.425 0.000 8830 10 5.740 0.000 32.196 0.000 53.000 0.000 380.765 0.000 8840 10 5.890 0.000 6.064 0.000 58.150 0.000 191.300 0.000 8850 10 4.939 0.000 4.479 0.000 54.145 0.000 52.715 0.000 8860 10 2.769 0.022 4.881 0.000 38.540 0.110 46.800 0.000 8870 10 2.389 0.102 4.162 0.000 25.790 0.620 45.215 0.000 8880 10 3.370 0.000 3.868 0.000 28.795 0.510 40.150 0.000 8890 10 3.581 0.000 4.964 0.000 34.755 0.000 44.160 0.000 8900 10 3.825 0.000 4.682 0.000 37.030 0.000 48.230 0.000 8910 10 4.657 0.000 4.011 0.000 42.410 0.000 43.465 0.000 8920 10 5.285 0.000 5.456 0.000 49.710 0.000 47.335 0.000 8930 10 12.197 0.000 2.667 0.450 87.410 0.000 40.615 2.250 8940 10 14.820 0.000 4.283 0.000 135.085 0.000 34.750 2.250 8950 10 26.714 0.015 5.294 0.000 207.670 0.075 47.885 0.000 8960 10 20.643 0.000 4.413 0.000 236.785 0.075 48.535 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 8970 10 20.429 0.000 4.203 0.000 205.360 0.000 43.080 0.000 8980 10 19.612 0.000 4.669 0.000 200.205 0.000 44.360 0.000 8990 10 10.219 0.000 4.519 0.000 149.155 0.000 45.940 0.000 9000 10 6.196 0.000 2.645 0.037 82.075 0.000 35.820 0.185 9010 10 4.013 0.000 0.361 7.480 51.045 0.000 15.030 37.585 9020 10 3.834 0.000 0.954 1.248 39.235 0.000 6.575 43.640 9030 10 4.999 0.000 2.332 0.318 44.165 0.000 16.430 7.830 9040 10 5.707 0.000 4.888 0.000 53.530 0.000 36.100 1.590 9050 10 5.642 0.000 1.455 5.046 56.745 0.000 31.715 25.230 9060 10 5.690 0.000 1.255 4.152 56.660 0.000 13.550 45.990 9070 10 8.054 0.000 1.978 1.025 68.720 0.000 16.165 25.885 9080 10 16.307 0.000 4.796 0.000 121.805 0.000 33.870 5.125 9090 10 19.977 0.000 5.586 0.000 181.420 0.000 51.910 0.000 9100 10 19.032 0.000 6.209 0.000 195.045 0.000 58.975 0.000 9110 10 14.115 0.000 5.330 0.000 165.735 0.000 57.695 0.000 9120 10 18.768 0.000 4.723 0.000 164.415 0.000 50.265 0.000 9130 10 16.335 0.000 5.416 0.000 175.515 0.000 50.695 0.000 9140 10 8.495 0.000 4.733 0.000 124.150 0.000 50.745 0.000 9150 10 7.714 0.000 5.176 0.000 81.045 0.000 49.545 0.000 9160 10 6.812 0.000 4.091 0.000 72.630 0.000 46.335 0.000 9170 10 6.712 0.000 1.785 1.027 67.620 0.000 29.380 5.135 9180 10 4.630 0.001 0.000 5.331 56.710 0.005 8.925 31.790 9190 10 4.293 0.000 0.009 2.212 44.615 0.005 0.045 37.715 9200 10 5.528 0.000 5.567 0.000 49.105 0.000 27.880 11.060 9210 10 5.170 0.000 5.897 0.000 53.490 0.000 57.320 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 9220 10 3.666 0.000 13.891 0.000 44.180 0.000 98.940 0.000 9230 10 4.384 0.000 25.027 0.000 40.250 0.000 194.590 0.000 9240 10 4.532 0.000 44.903 0.000 44.580 0.000 349.650 0.000 9250 10 5.119 0.000 43.374 0.000 48.255 0.000 441.385 0.000 9260 10 7.230 0.000 17.081 0.000 61.745 0.000 302.275 0.000 9270 10 1.751 0.000 5.076 0.000 44.905 0.000 110.785 0.000 9280 10 1.818 0.000 5.287 0.000 17.845 0.000 51.815 0.000 9290 10 2.937 0.064 5.881 0.000 23.775 0.320 55.840 0.000 9300 10 2.274 1.348 5.560 0.000 26.055 7.060 57.205 0.000 9310 10 2.631 0.555 5.969 0.000 24.525 9.515 57.645 0.000 9320 10 2.841 1.102 5.365 0.000 27.360 8.285 56.670 0.000 9330 10 5.963 0.000 8.103 0.000 44.020 5.510 67.340 0.000 9340 10 6.818 0.000 6.336 0.000 63.905 0.000 72.195 0.000 9350 10 6.405 0.000 2.831 0.000 66.115 0.000 45.835 0.000 9360 10 6.332 0.000 4.620 0.000 63.685 0.000 37.255 0.000 9370 10 6.473 0.000 4.574 0.000 64.025 0.000 45.970 0.000 9380 10 7.152 0.000 5.539 0.000 68.125 0.000 50.565 0.000 9390 10 5.532 0.000 5.530 0.000 63.420 0.000 55.345 0.000 9400 10 6.236 0.000 5.836 0.000 58.840 0.000 56.830 0.000 9410 10 6.475 0.000 5.874 0.000 63.555 0.000 58.550 0.000 9420 10 6.803 0.000 6.312 0.000 66.390 0.000 60.930 0.000 9430 10 6.808 0.000 5.695 0.000 68.055 0.000 60.035 0.000 9440 10 6.962 0.000 5.692 0.000 68.850 0.000 56.935 0.000 9450 10 7.143 0.000 6.428 0.000 70.525 0.000 60.600 0.000 9460 10 5.597 0.000 7.553 0.000 63.700 0.000 69.905 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 9470 10 3.785 0.010 7.259 0.000 46.910 0.050 74.060 0.000 9480 10 4.378 0.000 7.710 0.000 40.815 0.050 74.845 0.000 9490 10 4.402 0.000 6.533 0.000 43.900 0.000 71.215 0.000 9500 10 5.502 0.000 6.549 0.000 49.520 0.000 65.410 0.000 9510 10 6.505 0.000 6.526 0.000 60.035 0.000 65.375 0.000 9520 10 3.141 0.000 6.626 0.000 48.230 0.000 65.760 0.000 9530 10 2.440 0.644 7.407 0.000 27.905 3.220 70.165 0.000 9540 10 4.965 0.000 12.025 0.000 37.025 3.220 97.160 0.000 9550 10 2.075 2.373 7.865 0.000 35.200 11.865 99.450 0.000 9560 10 1.623 8.061 7.716 0.000 18.490 52.170 77.905 0.000 9570 10 2.763 0.741 9.999 0.000 21.930 44.010 88.575 0.000 9580 10 5.911 0.000 9.791 0.000 43.370 3.705 98.950 0.000 9590 10 6.008 0.000 13.356 0.000 59.595 0.000 115.735 0.000 9600 10 5.787 0.000 8.231 0.000 58.975 0.000 107.935 0.000 9610 10 6.856 0.000 6.826 0.000 63.215 0.000 75.285 0.000 9620 10 7.386 0.000 8.502 0.000 71.210 0.000 76.640 0.000 9630 10 6.620 0.000 14.107 0.000 70.030 0.000 113.045 0.000 9640 10 6.590 0.000 30.300 0.000 66.050 0.000 222.035 0.000 9650 10 9.669 0.000 46.175 0.000 81.295 0.000 382.375 0.000 9660 10 22.899 0.000 59.876 0.000 162.840 0.000 530.255 0.000 9670 10 8.370 0.000 37.426 0.000 156.345 0.000 486.510 0.000 9680 10 7.980 0.000 18.947 0.000 81.750 0.000 281.865 0.000 9690 10 14.609 0.000 7.281 0.000 112.945 0.000 131.140 0.000 9700 10 7.879 0.000 4.280 0.000 112.440 0.000 57.805 0.000 9710 10 7.755 0.000 4.225 0.000 78.170 0.000 42.525 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 9720 10 5.498 0.000 4.799 0.000 66.265 0.000 45.120 0.000 9730 10 4.433 0.000 2.922 1.676 49.655 0.000 38.605 8.380 9740 10 4.872 0.000 1.706 5.090 46.525 0.000 23.140 33.830 9750 10 4.716 0.000 0.443 8.054 47.940 0.000 10.745 65.720 9760 10 5.242 0.000 1.034 8.308 49.790 0.000 7.385 81.810 9770 10 16.509 0.000 1.792 1.223 108.755 0.000 14.130 47.655 9780 10 30.072 0.000 6.615 0.000 232.905 0.000 42.035 6.115 9790 10 27.103 0.000 6.064 0.000 285.875 0.000 63.395 0.000 9800 10 13.929 0.000 4.649 0.000 205.160 0.000 53.565 0.000 9810 10 5.664 0.000 2.221 0.000 97.965 0.000 34.350 0.000 9820 10 4.224 0.000 4.329 0.000 49.440 0.000 32.750 0.000 9830 10 4.671 0.000 4.160 0.000 44.475 0.000 42.445 0.000 9840 10 4.490 0.000 3.376 0.008 45.805 0.000 37.680 0.040 9850 10 4.980 0.000 2.340 0.096 47.350 0.000 28.580 0.520 9860 10 5.476 0.000 2.245 0.613 52.280 0.000 22.925 3.545 9870 10 6.911 0.000 1.839 0.744 61.935 0.000 20.420 6.785 9880 10 15.745 0.000 2.525 0.005 113.280 0.000 21.820 3.745 9890 10 18.385 0.000 4.617 0.000 170.650 0.000 35.710 0.025 9900 10 17.008 0.000 5.106 0.000 176.965 0.000 48.615 0.000 9910 10 12.715 0.000 5.187 0.000 148.615 0.000 51.465 0.000 9920 10 6.172 0.000 4.320 0.000 94.435 0.000 47.535 0.000 9930 10 5.596 0.000 3.090 0.000 58.840 0.000 37.050 0.000 9940 10 5.103 0.000 4.121 0.000 53.495 0.000 36.055 0.000 9950 10 4.282 0.000 4.249 0.000 46.925 0.000 41.850 0.000 9960 10 4.197 0.000 4.777 0.000 42.395 0.000 45.130 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 9970 10 4.379 0.000 3.120 0.000 42.880 0.000 39.485 0.000 9980 10 4.129 0.000 1.716 0.037 42.540 0.000 24.180 0.185 9990 10 4.991 0.000 1.127 0.433 45.600 0.000 14.215 2.350 10000 10 5.273 0.000 3.002 0.115 51.320 0.000 20.645 2.740 10010 10 11.407 0.000 2.151 0.000 83.400 0.000 25.765 0.575 10020 10 15.847 0.000 3.111 0.000 136.270 0.000 26.310 0.000 10030 10 26.543 0.000 6.044 0.000 211.950 0.000 45.775 0.000 10040 10 37.719 0.000 4.634 0.000 321.310 0.000 53.390 0.000 10050 10 41.448 0.000 3.821 0.000 395.835 0.000 42.275 0.000 10060 10 24.600 0.000 3.756 0.000 330.240 0.000 37.885 0.000 10070 10 24.570 0.000 4.230 0.000 245.850 0.000 39.930 0.000 10080 10 22.914 0.000 4.380 0.000 237.420 0.000 43.050 0.000 10090 10 16.446 0.000 6.324 0.000 196.800 0.000 53.520 0.000 10100 10 16.836 0.000 6.182 0.000 166.410 0.000 62.530 0.000 10110 10 12.893 0.000 5.862 0.000 148.645 0.000 60.220 0.000 10120 10 6.993 0.000 5.958 0.000 99.430 0.000 59.100 0.000 10130 10 8.771 0.000 5.520 0.000 78.820 0.000 57.390 0.000 10140 10 8.541 0.000 5.129 0.000 86.560 0.000 53.245 0.000 10150 10 5.494 0.000 5.114 0.000 70.175 0.000 51.215 0.000 10160 10 8.850 0.000 4.153 0.000 71.720 0.000 46.335 0.000 10170 10 11.446 0.000 4.049 0.000 101.480 0.000 41.010 0.000 10180 10 14.140 0.000 4.499 0.000 127.930 0.000 42.740 0.000 10190 10 21.759 0.000 4.193 0.000 179.495 0.000 43.460 0.000 10200 10 25.575 0.000 3.896 0.000 236.670 0.000 40.445 0.000 10210 10 20.405 0.000 3.524 0.000 229.900 0.000 37.100 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 10220 10 21.318 0.000 3.377 0.000 208.615 0.000 34.505 0.000 10230 10 20.890 0.000 3.603 0.000 211.040 0.000 34.900 0.000 10240 10 11.789 0.000 3.745 0.000 163.395 0.000 36.740 0.000 10250 10 10.788 0.000 4.335 0.000 112.885 0.000 40.400 0.000 10260 10 10.386 0.000 4.223 0.000 105.870 0.000 42.790 0.000 10270 10 12.892 0.000 4.049 0.000 116.390 0.000 41.360 0.000 10280 10 19.112 0.000 3.971 0.000 160.020 0.000 40.100 0.000 10290 10 24.236 0.000 4.539 0.000 216.740 0.000 42.550 0.000 10300 10 26.984 0.000 5.623 0.000 256.100 0.000 50.810 0.000 10310 10 13.826 0.000 5.630 0.000 204.050 0.000 56.265 0.000 10320 10 10.338 0.000 5.900 0.000 120.820 0.000 57.650 0.000 10330 10 5.742 0.000 5.181 0.000 80.400 0.000 55.405 0.000 10340 10 6.108 0.000 2.842 0.087 59.250 0.000 40.115 0.435 10350 10 5.812 0.000 4.185 0.061 59.600 0.000 35.135 0.740 10360 10 4.544 0.000 3.550 0.256 51.780 0.000 38.675 1.585 10370 10 4.159 0.000 1.488 2.553 43.515 0.000 25.190 14.045 10380 10 5.057 0.000 2.206 0.759 46.080 0.000 18.470 16.560 10390 10 9.515 0.000 4.615 0.000 72.860 0.000 34.105 3.795 10400 10 26.293 0.000 4.455 0.000 179.040 0.000 45.350 0.000 10410 10 27.419 0.000 4.191 0.000 268.560 0.000 43.230 0.000 10420 10 19.567 0.000 3.628 0.000 234.930 0.000 39.095 0.000 10430 10 17.146 0.000 3.016 0.000 183.565 0.000 33.220 0.000 10440 10 9.791 0.000 4.001 0.000 134.685 0.000 35.085 0.000 10450 10 7.482 0.000 5.087 0.000 86.365 0.000 45.440 0.000 10460 10 11.577 0.000 5.105 0.000 95.295 0.000 50.960 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 10470 10 12.965 0.000 4.335 0.000 122.710 0.000 47.200 0.000 10480 10 14.412 0.000 6.114 0.000 136.885 0.000 52.245 0.000 10490 10 10.900 0.000 5.633 0.000 126.560 0.000 58.735 0.000 10500 10 10.296 0.000 6.192 0.000 105.980 0.000 59.125 0.000 10510 10 5.946 0.000 7.038 0.000 81.210 0.000 66.150 0.000 10520 10 7.261 0.000 5.590 0.000 66.035 0.000 63.140 0.000 10530 10 6.139 0.000 6.193 0.000 67.000 0.000 58.915 0.000 10540 10 6.462 0.000 6.427 0.000 63.005 0.000 63.100 0.000 10550 10 6.431 0.000 7.974 0.000 64.465 0.000 72.005 0.000 10560 10 7.584 0.000 7.338 0.000 70.075 0.000 76.560 0.000 10570 10 6.164 0.000 9.211 0.000 68.740 0.000 82.745 0.000 10580 10 6.787 0.000 7.201 0.000 64.755 0.000 82.060 0.000 10590 10 8.761 0.000 7.260 0.000 77.740 0.000 72.305 0.000 10600 10 9.981 0.000 12.845 0.000 93.710 0.000 100.525 0.000 10610 10 11.366 0.000 6.636 0.000 106.735 0.000 97.405 0.000 10620 10 24.844 0.000 5.205 0.000 181.050 0.000 59.205 0.000 10630 10 33.904 0.000 5.750 0.000 293.740 0.000 54.775 0.000 10640 10 22.676 0.000 4.253 0.000 282.900 0.000 50.015 0.000 10650 10 16.741 0.000 3.579 0.000 197.085 0.000 39.160 0.000 10660 10 15.077 0.000 6.175 0.000 159.090 0.000 48.770 0.000 10670 10 11.766 0.000 4.929 0.000 134.215 0.000 55.520 0.000 10680 10 10.347 0.000 5.216 0.000 110.565 0.000 50.725 0.000 10690 10 6.376 0.000 5.638 0.000 83.615 0.000 54.270 0.000 10700 10 6.322 0.000 3.989 0.000 63.490 0.000 48.135 0.000 10710 10 7.607 0.000 3.284 0.000 69.645 0.000 36.365 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 10720 10 11.245 0.000 5.120 0.000 94.260 0.000 42.020 0.000 10730 10 18.588 0.000 5.127 0.000 149.165 0.000 51.235 0.000 10740 10 17.803 0.000 6.150 0.000 181.955 0.000 56.385 0.000 10750 10 21.011 0.000 6.218 0.000 194.070 0.000 61.840 0.000 10760 10 10.343 0.000 5.352 0.000 156.770 0.000 57.850 0.000 10770 10 5.303 0.000 5.052 0.000 78.230 0.000 52.020 0.000 10780 10 4.266 0.000 4.428 0.000 47.845 0.000 47.400 0.000 10790 10 4.917 0.000 2.489 0.012 45.915 0.000 34.585 0.060 10800 10 7.005 0.000 4.357 0.000 59.610 0.000 34.230 0.060 10810 10 5.557 0.000 7.438 0.000 62.810 0.000 58.975 0.000 10820 10 5.905 0.000 6.245 0.000 57.310 0.000 68.415 0.000 10830 10 6.236 0.000 5.871 0.000 60.705 0.000 60.580 0.000 10840 10 5.694 0.000 2.369 0.205 59.650 0.000 41.200 1.025 10850 10 8.475 0.000 4.570 0.000 70.845 0.000 34.695 1.025 10860 10 21.703 0.000 4.401 0.000 150.890 0.000 44.855 0.000 10870 10 23.618 0.000 5.080 0.000 226.605 0.000 47.405 0.000 10880 10 25.169 0.000 4.605 0.000 243.935 0.000 48.425 0.000 10890 10 15.336 0.000 5.051 0.000 202.525 0.000 48.280 0.000 10900 10 18.769 0.000 4.628 0.000 170.525 0.000 48.395 0.000 10910 10 10.909 0.000 5.525 0.000 148.390 0.000 50.765 0.000 10920 10 8.753 0.000 5.734 0.000 98.310 0.000 56.295 0.000 10930 10 9.177 0.000 5.746 0.000 89.650 0.000 57.400 0.000 10940 10 9.762 0.000 5.368 0.000 94.695 0.000 55.570 0.000 10950 10 13.438 0.000 5.364 0.000 116.000 0.000 53.660 0.000 10960 10 15.033 0.000 4.933 0.000 142.355 0.000 51.485 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 10970 10 6.990 0.000 3.443 0.013 110.115 0.000 41.880 0.065 10980 10 6.308 0.000 2.315 0.167 66.490 0.000 28.790 0.900 10990 10 6.819 0.000 4.588 0.000 65.635 0.000 34.515 0.835 11000 10 5.322 0.000 4.435 0.000 60.705 0.000 45.115 0.000 11010 10 5.503 0.000 3.055 0.041 54.125 0.000 37.450 0.205 11020 10 4.159 0.132 4.074 0.025 48.310 0.660 35.645 0.330 11030 10 4.737 0.737 5.819 0.000 44.480 4.345 49.465 0.125 11040 10 4.036 0.178 5.976 0.000 43.865 4.575 58.975 0.000 11050 10 3.051 0.218 5.487 0.000 35.435 1.980 57.315 0.000 11060 10 2.223 3.704 5.047 0.000 26.370 19.610 52.670 0.000 11070 10 3.412 0.000 1.704 0.230 28.175 18.520 33.755 1.150 11080 10 4.976 0.000 0.948 2.967 41.940 0.000 13.260 15.985 11090 10 5.584 0.000 1.148 2.807 52.800 0.000 10.480 28.870 11100 10 5.097 0.000 2.453 0.728 53.405 0.000 18.005 17.675 11110 10 3.508 0.047 3.446 0.168 43.025 0.235 29.495 4.480 11120 10 2.651 0.735 5.208 0.001 30.795 3.910 43.270 0.845 11130 10 5.628 0.000 3.065 2.012 41.395 3.675 41.365 10.065 11140 10 5.628 0.000 2.306 4.944 56.280 0.000 26.855 34.780 11150 10 5.698 0.000 1.974 6.158 56.630 0.000 21.400 55.510 11160 10 2.614 0.000 1.216 0.899 41.560 0.000 15.950 35.285 11170 10 1.624 0.610 1.109 0.000 21.190 3.050 11.625 4.495 11180 10 1.699 0.594 2.786 0.000 16.615 6.020 19.475 0.000 11190 10 1.781 0.255 2.283 0.000 17.400 4.245 25.345 0.000 11200 10 2.041 0.884 3.408 0.000 19.110 5.695 28.455 0.000 11210 10 4.342 0.000 5.560 0.000 31.915 4.420 44.840 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 11220 10 5.388 0.000 5.587 0.000 48.650 0.000 55.735 0.000 11230 10 5.947 0.000 5.704 0.000 56.675 0.000 56.455 0.000 11240 10 6.611 0.000 5.833 0.000 62.790 0.000 57.685 0.000 11250 10 5.353 0.000 5.037 0.000 59.820 0.000 54.350 0.000 11260 10 5.647 0.000 3.947 0.000 55.000 0.000 44.920 0.000 11270 10 5.022 0.000 3.210 0.000 53.345 0.000 35.785 0.000 11280 10 1.686 0.819 3.838 0.000 33.540 4.095 35.240 0.000 11290 10 1.137 0.046 3.538 0.000 14.115 4.325 36.880 0.000 11300 10 2.781 0.364 4.693 0.000 19.590 2.050 41.155 0.000 11310 10 3.632 0.135 8.108 0.000 32.065 2.495 64.005 0.000 11320 10 2.995 0.014 10.076 0.000 33.135 0.745 90.920 0.000 11330 10 4.297 0.000 11.059 0.000 36.460 0.070 105.675 0.000 11340 10 6.442 0.000 19.879 0.000 53.695 0.000 154.690 0.000 11350 10 5.372 0.000 16.494 0.000 59.070 0.000 181.865 0.000 11360 10 3.866 0.000 13.103 0.000 46.190 0.000 147.985 0.000 11370 10 2.381 0.836 8.950 0.000 31.235 4.180 110.265 0.000 11380 10 2.012 0.353 13.305 0.000 21.965 5.945 111.275 0.000 11390 10 4.440 0.000 21.011 0.000 32.260 1.765 171.580 0.000 11400 10 5.336 0.000 19.787 0.000 48.880 0.000 203.990 0.000 11410 10 2.969 0.000 18.833 0.000 41.525 0.000 193.100 0.000 11420 10 2.622 0.001 15.692 0.000 27.955 0.005 172.625 0.000 11430 10 4.111 0.000 17.406 0.000 33.665 0.005 165.490 0.000 11440 10 3.090 1.039 13.692 0.000 36.005 5.195 155.490 0.000 11450 10 3.163 0.255 10.564 0.000 31.265 6.470 121.280 0.000 11460 10 3.750 0.057 5.150 0.000 34.565 1.560 78.570 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 11470 10 1.683 0.160 4.369 0.000 27.165 1.085 47.595 0.000 11480 10 0.207 4.480 3.375 0.000 9.450 23.200 38.720 0.000 11490 10 0.000 17.311 3.041 0.784 1.035 108.955 32.080 3.920 11500 10 0.055 3.813 2.770 0.000 0.275 105.620 29.055 3.920 11510 10 3.584 0.000 10.989 0.000 18.195 19.065 68.795 0.000 11520 10 4.871 0.000 35.407 0.000 42.275 0.000 231.980 0.000 11530 10 5.799 0.000 25.439 0.000 53.350 0.000 304.230 0.000 11540 10 3.868 0.000 21.063 0.000 48.335 0.000 232.510 0.000 11550 10 1.242 2.058 14.540 0.000 25.550 10.290 178.015 0.000 11560 10 2.444 0.000 26.489 0.000 18.430 10.290 205.145 0.000 11570 10 3.113 0.000 34.038 0.000 27.785 0.000 302.635 0.000 11580 10 3.975 0.000 25.504 0.000 35.440 0.000 297.710 0.000 11590 10 1.217 1.816 9.895 0.000 25.960 9.080 176.995 0.000 11600 10 1.943 0.722 8.169 0.000 15.800 12.690 90.320 0.000 11610 10 3.797 0.005 6.274 0.000 28.700 3.635 72.215 0.000 11620 10 2.285 2.200 5.687 0.000 30.410 11.025 59.805 0.000 11630 10 0.323 4.443 4.079 0.000 13.040 33.215 48.830 0.000 11640 10 0.056 3.613 3.088 0.000 1.895 40.280 35.835 0.000 11650 10 2.386 0.000 5.139 0.000 12.210 18.065 41.135 0.000 11660 10 3.012 0.000 4.050 0.000 26.990 0.000 45.945 0.000 11670 10 3.533 0.000 4.095 0.000 32.725 0.000 40.725 0.000 11680 10 2.760 0.000 4.813 0.000 31.465 0.000 44.540 0.000 11690 10 2.204 0.000 10.618 0.000 24.820 0.000 77.155 0.000 11700 10 2.580 0.000 6.328 0.000 23.920 0.000 84.730 0.000 11710 10 1.375 0.114 1.548 0.000 19.775 0.570 39.380 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 11720 10 0.180 0.962 0.355 0.000 7.775 5.380 9.515 0.000 11730 10 0.098 2.037 0.665 0.158 1.390 14.995 5.100 0.790 11740 10 0.140 3.270 5.109 0.000 1.190 26.535 28.870 0.790 11750 10 0.230 0.398 4.668 0.000 1.850 18.340 48.885 0.000 11760 10 1.162 0.000 5.634 0.000 6.960 1.990 51.510 0.000 11770 10 5.113 0.000 7.711 0.000 31.375 0.000 66.725 0.000 11780 10 5.744 0.000 6.781 0.000 54.285 0.000 72.460 0.000 11790 10 5.621 0.000 7.643 0.000 56.825 0.000 72.120 0.000 11800 10 5.154 0.000 7.525 0.000 53.875 0.000 75.840 0.000 11810 10 4.475 0.000 5.243 0.000 48.145 0.000 63.840 0.000 11820 10 5.321 0.000 5.532 0.000 48.980 0.000 53.875 0.000 11830 10 7.704 0.000 5.475 0.000 65.125 0.000 55.035 0.000 11840 10 4.431 0.000 7.170 0.000 60.675 0.000 63.225 0.000 11850 10 5.418 0.000 9.079 0.000 49.245 0.000 81.245 0.000 11860 10 7.433 0.000 8.048 0.000 64.255 0.000 85.635 0.000 11870 10 4.945 0.000 6.280 0.000 61.890 0.000 71.640 0.000 11880 10 3.301 0.013 5.267 0.000 41.230 0.065 57.735 0.000 11890 10 2.966 0.149 5.012 0.000 31.335 0.810 51.395 0.000 11900 10 2.557 0.477 10.091 0.000 27.615 3.130 75.515 0.000 11910 10 2.977 0.202 19.810 0.000 27.670 3.395 149.505 0.000 11920 10 2.499 0.452 17.497 0.000 27.380 3.270 186.535 0.000 11930 10 3.470 0.000 24.453 0.000 29.845 2.260 209.750 0.000 11940 10 3.701 0.000 36.555 0.000 35.855 0.000 305.040 0.000 11950 10 3.704 0.000 24.522 0.000 37.025 0.000 305.385 0.000 11960 10 4.125 0.000 6.961 0.000 39.145 0.000 157.415 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 11970 10 5.560 0.000 5.799 0.000 48.425 0.000 63.800 0.000 11980 10 8.289 0.000 5.025 0.000 69.245 0.000 54.120 0.000 11990 10 6.072 0.000 1.775 1.311 71.805 0.000 34.000 6.555 12000 10 6.611 0.000 2.210 0.292 63.415 0.000 19.925 8.015 12010 10 7.568 0.000 4.479 0.000 70.895 0.000 33.445 1.460 12020 10 17.639 0.000 4.997 0.000 126.035 0.000 47.380 0.000 12030 10 21.398 0.000 5.520 0.000 195.185 0.000 52.585 0.000 12040 10 11.332 0.000 3.953 0.000 163.650 0.000 47.365 0.000 12050 10 5.289 0.000 1.376 0.061 83.105 0.000 26.645 0.305 12060 10 4.103 0.000 1.664 0.000 46.960 0.000 15.200 0.305 12070 10 26.107 0.000 4.872 0.000 151.050 0.000 32.680 0.000 12080 10 36.353 0.000 5.384 0.000 312.300 0.000 51.280 0.000 12090 10 41.602 0.000 5.930 0.000 389.775 0.000 56.570 0.000 12100 10 41.535 0.000 7.348 0.000 415.685 0.000 66.390 0.000 12110 10 9.520 0.000 5.743 0.000 255.275 0.000 65.455 0.000 12120 10 10.355 0.000 4.402 0.000 99.375 0.000 50.725 0.000 12130 10 13.970 0.000 4.031 0.000 121.625 0.000 42.165 0.000 12140 10 16.213 0.000 3.775 0.000 150.915 0.000 39.030 0.000 12150 10 13.029 0.000 3.775 0.000 146.210 0.000 37.750 0.000 12160 10 7.536 0.000 4.792 0.000 102.825 0.000 42.835 0.000 12170 10 5.412 0.000 1.965 0.433 64.740 0.000 33.785 2.165 12180 10 3.148 0.000 0.803 0.000 42.800 0.000 13.840 2.165 12190 10 3.414 0.000 2.701 0.000 32.810 0.000 17.520 0.000 12200 10 5.001 0.000 5.304 0.000 42.075 0.000 40.025 0.000 12210 10 6.513 0.000 2.535 0.050 57.570 0.000 39.195 0.250 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 12220 10 6.795 0.000 3.785 0.066 66.540 0.000 31.600 0.580 12230 10 8.707 0.000 8.060 0.000 77.510 0.000 59.225 0.330 12240 10 7.820 0.000 6.370 0.000 82.635 0.000 72.150 0.000 12250 10 6.139 0.000 5.653 0.000 69.795 0.000 60.115 0.000 12260 10 5.178 0.000 2.881 0.247 56.585 0.000 42.670 1.235 12270 10 5.734 0.000 1.260 0.678 54.560 0.000 20.705 4.625 12280 10 6.601 0.000 4.129 0.000 61.675 0.000 26.945 3.390 12290 10 7.895 0.000 4.298 0.000 72.480 0.000 42.135 0.000 12300 10 6.379 0.000 2.706 0.054 71.370 0.000 35.020 0.270 12310 10 6.064 0.000 2.216 3.789 62.215 0.000 24.610 19.215 12320 10 4.905 0.000 2.520 0.703 54.845 0.000 23.680 22.460 12330 10 5.240 0.000 1.463 2.476 50.725 0.000 19.915 15.895 12340 10 8.645 0.000 1.930 3.681 69.425 0.000 16.965 30.785 12350 10 11.272 0.000 5.824 0.000 99.585 0.000 38.770 18.405 12360 10 11.180 0.000 4.614 0.000 112.260 0.000 52.190 0.000 12370 10 7.853 0.000 3.031 0.000 95.165 0.000 38.225 0.000 12380 10 5.680 0.000 3.483 0.000 67.665 0.000 32.570 0.000 12390 10 16.779 0.000 4.074 0.000 112.295 0.000 37.785 0.000 12400 10 21.523 0.000 4.446 0.000 191.510 0.000 42.600 0.000 12410 10 16.806 0.000 5.193 0.000 191.645 0.000 48.195 0.000 12420 10 19.368 0.000 4.505 0.000 180.870 0.000 48.490 0.000 12430 10 21.447 0.000 4.367 0.000 204.075 0.000 44.360 0.000 12440 10 18.988 0.000 4.751 0.000 202.175 0.000 45.590 0.000 12450 10 15.725 0.000 3.920 0.000 173.565 0.000 43.355 0.000 12460 10 12.848 0.000 4.167 0.000 142.865 0.000 40.435 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 12470 10 5.125 0.000 4.402 0.000 89.865 0.000 42.845 0.000 12480 10 1.223 1.166 2.851 0.000 31.740 5.830 36.265 0.000 12490 10 1.494 0.835 2.826 0.076 13.585 10.005 28.385 0.380 12500 10 1.619 0.345 1.568 7.807 15.565 5.900 21.970 39.415 12510 10 1.539 3.384 1.644 4.910 15.790 18.645 16.060 63.585 12520 10 1.546 1.435 2.235 1.994 15.425 24.095 19.395 34.520 12530 10 6.985 0.000 2.657 0.669 42.655 7.175 24.460 13.315 12540 10 9.970 0.000 5.388 0.000 84.775 0.000 40.225 3.345 12550 10 13.019 0.000 5.841 0.000 114.945 0.000 56.145 0.000 12560 10 10.756 0.000 5.537 0.000 118.875 0.000 56.890 0.000 12570 10 7.829 0.000 5.375 0.000 92.925 0.000 54.560 0.000 12580 10 6.597 0.000 5.447 0.000 72.130 0.000 54.110 0.000 12590 10 7.956 0.000 5.302 0.000 72.765 0.000 53.745 0.000 12600 10 7.592 0.000 5.449 0.000 77.740 0.000 53.755 0.000 12610 10 7.468 0.000 5.789 0.000 75.300 0.000 56.190 0.000 12620 10 6.473 0.000 4.568 0.000 69.705 0.000 51.785 0.000 12630 10 2.692 0.000 2.086 2.532 45.825 0.000 33.270 12.660 12640 10 1.595 0.323 1.478 2.668 21.435 1.615 17.820 26.000 12650 10 1.952 0.000 1.974 0.000 17.735 1.615 17.260 13.340 12660 10 1.828 0.000 2.024 0.000 18.900 0.000 19.990 0.000 12670 10 3.151 0.000 2.134 0.000 24.895 0.000 20.790 0.000 12680 10 21.715 0.000 4.011 0.000 124.330 0.000 30.725 0.000 12690 10 18.269 0.000 6.144 0.000 199.920 0.000 50.775 0.000 12700 10 10.058 0.000 4.889 0.000 141.635 0.000 55.165 0.000 12710 10 6.688 0.000 3.252 0.000 83.730 0.000 40.705 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 12720 10 2.783 0.058 1.645 0.000 47.355 0.290 24.485 0.000 12730 10 1.168 0.705 0.897 0.183 19.755 3.815 12.710 0.915 12740 10 0.659 3.296 2.777 0.000 9.135 20.005 18.370 0.915 12750 10 1.531 0.033 2.895 0.000 10.950 16.645 28.360 0.000 12760 10 1.651 0.163 3.006 0.000 15.910 0.980 29.505 0.000 12770 10 7.172 0.000 3.437 0.000 44.115 0.815 32.215 0.000 12780 10 7.416 0.000 2.329 0.000 72.940 0.000 28.830 0.000 12790 10 10.344 0.000 4.031 0.000 88.800 0.000 31.800 0.000 12800 10 14.322 0.000 5.263 0.000 123.330 0.000 46.470 0.000 12810 10 8.287 0.000 3.731 0.000 113.045 0.000 44.970 0.000 12820 10 9.321 0.000 3.762 0.000 88.040 0.000 37.465 0.000 12830 10 3.863 0.000 3.921 0.000 65.920 0.000 38.415 0.000 12840 10 3.661 0.002 3.563 0.009 37.620 0.010 37.420 0.045 12850 10 3.902 0.000 1.613 0.250 37.815 0.010 25.880 1.295 12860 10 6.470 0.000 4.535 0.000 51.860 0.000 30.740 1.250 12870 10 4.619 0.000 3.621 0.000 55.445 0.000 40.780 0.000 12880 10 1.816 0.139 2.697 0.000 32.175 0.695 31.590 0.000 12890 10 3.390 0.000 2.317 0.000 26.030 0.695 25.070 0.000 12900 10 2.438 0.000 2.085 0.000 29.140 0.000 22.010 0.000 12910 10 2.819 0.000 1.886 0.000 26.285 0.000 19.855 0.000 12920 10 3.078 0.000 2.605 0.000 29.485 0.000 22.455 0.000 12930 10 5.537 0.000 2.629 0.000 43.075 0.000 26.170 0.000 12940 10 6.313 0.000 2.841 0.000 59.250 0.000 27.350 0.000 12950 10 10.726 0.000 3.354 0.000 85.195 0.000 30.975 0.000 12960 10 12.197 0.000 3.411 0.000 114.615 0.000 33.825 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 12970 10 9.695 0.000 3.094 0.000 109.460 0.000 32.525 0.000 12980 10 5.664 0.000 3.360 0.000 76.795 0.000 32.270 0.000 12990 10 3.447 0.000 2.579 0.000 45.555 0.000 29.695 0.000 13000 10 2.414 0.000 2.094 0.000 29.305 0.000 23.365 0.000 13010 10 2.854 0.000 0.988 0.000 26.340 0.000 15.410 0.000 13020 10 2.964 0.000 0.135 1.962 29.090 0.000 5.615 9.810 13030 10 3.050 0.000 0.146 0.742 30.070 0.000 1.405 13.520 13040 10 3.807 0.000 2.112 0.000 34.285 0.000 11.290 3.710 13050 10 5.160 0.000 2.276 0.000 44.835 0.000 21.940 0.000 13060 10 5.387 0.000 2.633 0.000 52.735 0.000 24.545 0.000 13070 10 5.075 0.000 2.944 0.000 52.310 0.000 27.885 0.000 13080 10 5.154 0.000 3.474 0.000 51.145 0.000 32.090 0.000 13090 10 5.295 0.000 2.819 0.000 52.245 0.000 31.465 0.000 13100 10 6.444 0.000 3.255 0.000 58.695 0.000 30.370 0.000 13110 10 5.468 0.000 3.759 0.000 59.560 0.000 35.070 0.000 13120 10 4.410 0.000 4.376 0.000 49.390 0.000 40.675 0.000 13130 10 4.007 0.000 4.747 0.000 42.085 0.000 45.615 0.000 13140 10 4.590 0.000 4.892 0.000 42.985 0.000 48.195 0.000 13150 10 5.075 0.000 6.765 0.000 48.325 0.000 58.285 0.000 13160 10 4.674 0.000 6.122 0.000 48.745 0.000 64.435 0.000 13170 10 2.770 0.027 4.796 0.000 37.220 0.135 54.590 0.000 13180 10 1.098 0.270 3.596 0.000 19.340 1.485 41.960 0.000 13190 10 3.160 0.000 4.443 0.000 21.290 1.350 40.195 0.000 13200 10 4.944 0.000 6.365 0.000 40.520 0.000 54.040 0.000 13210 10 5.543 0.000 2.818 0.000 52.435 0.000 45.915 0.000 Fill_Area_RHS Fill_Vol_LHS Design Chainage Length (meters) Cut_Area_LHS (sqm) Fill_Area_LHS (sqm) Cut_Area_RHS (sqm) Cut_Vol_LHS (cum) Cut_Vol_RHS (cum) Fill_Vol_RHS (cum) (sqm) (cum) 13220 10 5.973 0.000 2.838 0.000 57.580 0.000 28.280 0.000 13230 10 6.362 0.000 2.627 0.000 61.675 0.000 27.325 0.000 13240 10 6.410 0.000 2.699 0.000 63.860 0.000 26.630 0.000 13250 10 5.731 0.000 2.340 0.000 60.705 0.000 25.195 0.000 13260 10 5.698 0.000 1.982 0.000 57.145 0.000 21.610 0.000 13270 10 5.786 0.000 2.415 0.086 57.420 0.000 21.985 0.430 13280 10 6.338 0.000 2.979 0.067 60.620 0.000 26.970 0.765 13290 10 7.362 0.000 3.409 0.043 68.500 0.000 31.940 0.550 13300 10 7.933 0.000 3.510 0.018 76.475 0.000 34.595 0.305