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Proposed Alignment Report

Proposed Alignment Report

Consultancy services for Preparation of feasibility study (FS), and detailed project report (DPR) For Ring in state of .

PROPOSED ALIGNMENT REPORT

M/s ENGINEERING CONSULTANT

OFFICE :- JM-89/C BEHIND PANCHWATI MARKET SAKET NAGAR, (M.P) Tel./Fax : 0755-4236317 Ph:- 09617777529 Email id– [email protected]

Final Alignment Report

Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar in NATIONAL HIGHWAY AUTHORITY OF (NHAI) state of Uttarakhand.

TABLE OF CONTENTS

1. INTRODUCTION ...... 4 1.1 GENERAL...... 4 1.2 OBJECTIVE ...... 5 1.3 PRESENT REPORT ...... 5 2. DESCRIPTION OF THE PROJECT INCLUDING EXISTING ROAD GEOMETRY AND CONDITION ...... 6

2.1 PROJECT DESCRIPTION ...... 6 2.2 CLIMATE ...... 6 2.3 LAND USE ...... 6 2.4 VILLAGE/SETTLEMENT ...... 7 2.5 GEOLOGY OF THE PROJECT AREA ...... 7 2.5.1 About ...... 7 2.5.1.1 Geography ...... 9 2.5.1.2 Demographics ...... 9 2.6 ...... 9 2.7 CARRIAGEWAY AND PAVEMENT ...... 12 2.8 HORIZONTAL ALIGNMENT ...... 12 2.9 VERTICAL ALIGNMENT ...... 12 2.10 CONGESTED LOCATIONS ...... 12 2.11 EXISTING AND CULVERTS ...... 12 2.12 FOREST AREA ...... 12 2.13 UTILITIES ALONG THE PROJECT ROAD...... 12 3. STUDY ...... 13

3.1 OBJECTIVES OF TRAFFICSTUDY ...... 13 3.2 TRAFFIC SURVEY LOCATIONS ...... 13 3.3 PRESENT TRAFFIC ...... 14 3.4.1 Average Daily Traffic (ADT) ...... 15 3.4.2 Annual Average Daily Traffic (AADT) ...... 15 3.4 PROJECTED TRAFFIC ...... 16 3.5 CAPACITYWARRANTS ...... 17 4 IMPROVEMENT PROPOSAL ...... 18 4.1 GENERAL...... 18 4.2 BYPASSES AND REALIGNMENT PROPOSED BY CONSULTANT ...... 18 4.2.1 Tentative Cost Analysis ...... 19 4.3 BYPASSES AND REALIGNMENT FINALIZED BY AUTHORITY ...... 20

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

LIST OF TABLES Table 2.1: Land use Pattern ...... 7 Table 2.2: Settlements (Village/Town) ...... 7 Table 2.3: EROW/PROW Details ...... 10 Table 2.4: Location of Forest Area ...... 12

Table 3.1: Location of Survey Conducted ...... 13 Table 3.2: Classification considered for counting traffic and PCU values adopted ...... 14 Table 3.3: Average Daily Traffic (ADT) ...... 15 Table 3.4: Average Annual Daily Traffic (AADT) ...... 15 Table 3.5: Summary of Projected Traffic in Base year 2019 ...... 16 Table 3.6: Location Wise Traffic Forecast ...... 17 Table 3.7: Average Design Service Volume ...... 17

Table 4.1: Project Proposed Alignment Details ...... 18 Table 4.2: Tentative Project Cost ...... 19

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

LIST OF FIGURES

Figure 1.1: Index Map Showing the Project Road ...... 4

Figure 2.1: Geological Map of Haridwar Districts ...... 8

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

1. INTRODUCTION 1.1 GENERAL

The Ministry of Shipping & Highways (MOSRT&H), has embarked upon the National Highway Authority of India (NHAI) to develop several National Highways in India and abroad.

The National Highways Authority of India (NHAI) has been constituted through an Act of Parliament for faster, economical and quality Road Construction work throughout India. The National Highways Authority of India (NHAI) has been entrusted with the assignment of Preparation of Feasibility Study and Detailed Project Report for Haridwar Ring Road.

M/s HIGHWAY ENGINEERING CONSULTANT, Bhopal was awarded the Consultancy Services of the above assignment through competitive bidding. The Consultancy Contract Agreement has been signed on 1st October’2018. The consultant have been established their site office at A-1 218, Jurs Country, NH-58, Haridwar Road, Jwalapur, Uttarakhand.

The Project Road is shown in the Index Map in Figure 1.1 below.

Figure 1.1: Index Map Showing the Project Road

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

1.2 OBJECTIVE

The main objective of the project is to establish the technical, economical, and financial viability of the project and prepare detailed project reports for preparation of Feasibility Study (FS) and Detailed Project Report (DPR) on EPC mode for improvement of Haridwar Ring Road to 4 specifications Under PIU, NHAI, . . The consultant should, along with Feasibility Report, clearly bring out through financial analysis the preferred mode of implementation on which the Civil Works for the stretches are to be taken up. The consultant should also give cost estimates along with Feasibility Report / Detailed Project Report.

The DPR of the project shall be established taking into account the requirements with regard to rehabilitation, upgrading and improvement based on highway design, pavement design, provision of service wherever necessary, type of intersections, rehabilitation and widening of existing and or construction of new bridges and structures, road safety features, quantities of various items of works and cost estimates and economic analysis.

1.3 PRESENT REPORT

The Composition of Final Alignment Report in compliance with TOR of the RFP to be incorporated in this report is described hereunder:

 Description of the project including Existing Road Geometry and Condition  Traffic Study  Project Road Improvement Including Realignment Options

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

2. DESCRIPTION OF THE PROJECT INCLUDING EXISTING ROAD GEOMETRY AND CONDITION

2.1 PROJECT DESCRIPTION

Project Corridor starts from start point of existing Bahadarabad of Latitude & Longitude (33°12'97.03"N, 21°28'38.81"E) of Haridwar District and fallows green field alignment up to 7 kms length and enters into Roshnabad village border upto 9.5 kms and follows the existing road of Rajaji Reserve Forest (Wild Life Sanctuary) and Road Terminates at near Dudhadhari Temple having length of 24.5kms on left hand side of existing Haridwar Road on NH-58 and again making a ring shape it fallows on the right hand side of NH-58 towards Najibabba on NH-74 and crosses river at two locations on this alignment and terminates at Bahaderabad bypass start point. The total lenth of the proposed Haridwar Ring Road is 49.4 Kms. The Existing Road is a partially green field alignment and partially of Flexible pavement. The existing carriageway width is generally 5m with 1.0 m paved on either side. The shoulders along the road are unpaved type with 1.0m width. The condition of shoulders is generally fair.

2.2 CLIMATE

Haridwar - has a pleasant climate for many months of the year. As its location is in the hilly terrains, the climate never becomes extreme type. Thus Haridwar is one such tourist spot that can be visited any time of the year.

The weather of Haridwar can be studied with a glimpse towards its climatic conditions. The maximum temperature recorded so far is 46.9 degree Celsius and the minimum temperature of Haridwar is 14.6 degree Celsius. In the months of summer the temperature in Haridwar varies from 35 degrees to 45 degrees Celsius. The temperature ranges from 10 degrees to 30 degrees Celsius in the months of winter. The weather of Haridwar often becomes unpredictable. There are frequent precipitation that takes place. The annual mean rainfall in Haridwar is about 2136.7 mm.

The holy of Haridwar lies at the bank of river Ganga. The region is surrounded by the and falls under the climatic conditions of the western part of the Himalayas. The day remains pleasant and sunny with comparatively cold evenings. The winters are very cold and the summer season is mild and moderate followed by a good rain fall in monsoon.

Summer Season in Haridwar: - During the months from March to June. The maximum temperature that you can expect during the summer is around Summer 20 °C to 40 °C.

Monsoon Season in Haridwar :- Monsoon season is from July to September and during this time most activities are suspended due to the heavy blast of rains. Rainfall is highest in the month of August. During the month of October and November the conditions are pleasant and temperate.

Winter Season in Haridwar :- Winter season can be cold in the town and the temperatures can be expected to around 6 °C. The barometer rises up to a maximum of 16 °C during the winter months. Wollen clothing is essential during this period.

2.3 LAND USE Land use pattern observed along the road is given in Table 2.1. Forest cover is seen along the road, however, agricultural is seen in the open areas. At settlement location, commercial activities have also been observed along the proposed project road.

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

Table 2.1: Land use Pattern

Land Use % age Land To be Acquired (Hact.)

Agricultural 32.82% 65.25 Builtup 12.00% 23.85 Barren / Private Land 5.43% 10.8 Forest 39.57% 78.66 Government Land 10.19% 20.25 Total 100% 198.81

2.4 VILLAGE/SETTLEMENT

The lists of villages are given in Table 2.2. Table 2.2: Settlements (Village/Town) Chainage Sl.No Village/Place Name From To 1 Khedli 00+000 02+100 2 Mohd. Alipur 02+500 03+700 3 Rajpur 03+800 04+700 4 Roshanabad 06+500 08+000 5 Police Line 08+300 09+300 6 Haridwar Forest Colony 17+100 18+000 7 Haridwar Industrial Area 18+000 19+000 8 Haridwar Railway Colony 19+000 19+500 9 Nirmal Chhowni 19+500 20+000 10 Brhumpuri 20+000 20+500 11 Ramghat 20+500 21+000 12 21+000 21+400 13 Nai Sota 21+400 21+900 14 Kharkhari 21+900 23+200 15 Bhagirathi Nagar 23+200 24+500 16 Haridwar Town Portion 24+500 25+400 17 Seedhapeeth Shree Dakshin Kali Temple Area 30+100 31+000 18 Hadipur 35+100 37+600 19 Noorpur Panjanhedi 37+600 38+600 20 Alipur Ibrahimpur Urf Ikk 43+800 45+100 21 Atmalpur Bongla 48+000 49+000

2.5 GEOLOGY OF THE PROJECT AREA

2.5.1 About Haridwar District

Haridwar local pronunciation (help·info), also spelled Hardwar, is an ancient city and municipality in the Haridwar district of Uttarakhand, India. According to popular Hindu legend, it was here that Goddess Ganga when Lord

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

Shiva released the mighty river from the locks of his hair. The River Ganga, after flowing for 253 kilometres (157 mi) from its source at Gaumukh at the edge of the Glacier, enters the Gangetic Plain for the first time at Haridwar, which gave the city its ancient name, Gangadwára.

Haridwar or Hardwar is regarded as one of the seven holiest places (Sapta ) to . According to the ,[3]Haridwar along with , and Prayag () is one of four sites where drops of Amrit, the elixir of immortality, accidentally spilled over from the pitcher while being carried by the celestial bird . This is manifested in the , which is celebrated every 12 years in Haridwar. During the Haridwar , millions of pilgrims, devotees, and tourists congregate in Haridwar to perform ritualistic bathing on the banks of the river to wash away their sins to attain . Kund, the spot where the Amrit fell, is located at Har ki (literally, "footsteps of the Lord") and is considered to be the most sacred ghat of Haridwar. It is also the primary center of the Kanwar , in which millions of participants gather sacred water from the Ganga and carry it across hundreds of miles to dispense as offerings in Śiva shrines.

Haridwar is the headquarters and the largest city of the district. Today, the city is developing beyond its religious importance, with the fast developing industrial estate of State Industrial Development Corporation of Uttarakhand (SIDCUL), and the close by township of Bharat Heavy Electricals Limited as well as its affiliated ancillaries.

Haridwar presents a kaleidoscope of Indian culture and development. In the sacred writings it has been differently specified as Kapilsthan, Gangadwar and Mayapuri. It is additionally a passage indicate the (the four principle focuses of journey in Uttarakhand viz, , , Gangotri, and ), subsequently, Shaivaites (adherents of Lord ) and Vaishnavites (devotees of Lord ) call this place Hardwar and Haridwar individually, relating to Har being Shiv and Hari being Vishnu.

The river Ganges flows through it in a series of channels separated from each other called aits, most of which are wooded. Other minor seasonal streams are Ranipur Rao, Rao, Rawii Rao, Harnaui Rao, and Begam Nadi. A large part of the district is forested. The Geological Map of Haridwar district is given in Figure 2.1.

Figure 2.1: Geological Map of Haridwar Districts

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

2.5.1.1 Geography

The Ganges emerges from the mountains to touch the plains. The water in the river Ganges is mostly clear and generally cold, except in the rainy season, during which soil from the upper regions flows down into it.

The river Ganges flows in a series of channels separated from each other called aits, most of which are well wooded. Other minor seasonal streams are Ranipur Rao, Pathri Rao, Ravi Rao, Harnaui Rao, Begham Nadi etc. A large part of the district is forested, and is within the bounds of the district, making it an ideal destination for wildlife and adventure lovers. Rajaji is accessible through different gates; the Ramgarh Gate and Mohand Gate are within 25 km of Dehradun, while the Motichur, Ranipur and Chilla Gates are just about 9 km from Haridwar. Kunaon Gate is 6 km from , and gate is 25 km from Kotdwara.

Haridwar district, covering an area of about 2360 km2, is in the southwestern part of Uttarakhand state of India.

Haridwar is situated at height of 314 metres from the sea level, between Shivalik Hills in the North and Northeast and the Ganges River in the South.

2.5.1.2 Demographics

According to the 2011 census Haridwar district has a population of 1,890,422 , roughly equal to the nation of Lesotho or the US state of . This gives it a ranking of 244th in India (out of a total of 640). The district has a population density of 817 inhabitants per square kilometre (2,120/sq mi). Its population growth rate over the decade 2001–2011 was 30.63 %. Haridwar has a sex ratio of 880 females for every 1000 males and a literacy rate of 73.43%.

2.6 RIGHT OF WAY

The existing ROW pillars for the project road could not be located because it runs through maximum in green field alignment.

During the site visits by team of expertise of consultant, it was obserbed that the available ROW in Rajaji Reserve forest road the available ROW is the visible formation of the existing roadi.e.7m. The available clear right of way based on the discussion and inventory is as given below in Table 2.3

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

Table 2.3: EROW/PROW Details

RoW to Apparent RoW Chainage Distance Required be Sl.No (Approximate) Land Use Remarks (m) RoW (m) aquired (m) (m) From To 1 00+000 01+500 1500 0 45 45 Agricultural 2 01+500 01+800 300 0 45 45 Government Land Water Channel 3 01+800 02+400 600 0 45 45 Agricultural 4 02+400 02+600 200 0 45 45 Builtup 5 02+600 06+600 4000 0 45 45 Agricultural 6 06+600 07+400 800 0 45 45 Builtup 7 07+400 09+400 2000 0 45 45 Barren Private Land 8 09+400 16+500 7100 7 45 38 Forest 9 16+500 22+300 5800 7 45 38 Forest 10 22+300 25+300 3000 0 45 45 Builtup 11 25+300 25+700 400 0 45 45 Barren Private Land 12 25+700 26+200 500 0 45 45 Government Land Ganga River 13 26+200 34+000 7800 7 45 38 Forest 14 34+000 35+100 1100 0 45 45 Government Land 15 35+100 37+700 2600 0 45 45 Government Land Ganga River 16 37+700 38+600 900 0 45 45 Agricultural 17 38+600 39+000 400 0 45 45 Builtup 18 39+000 41+700 2700 0 45 45 Agricultural 19 41+700 42+000 300 0 45 45 Builtup 20 42+000 42+300 300 0 45 45 Agricultural 21 42+300 42+600 300 0 45 45 Builtup 22 42+600 44+300 1700 0 45 45 Agricultural

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RoW to Apparent RoW Chainage Distance Required be Sl.No (Approximate) Land Use Remarks (m) RoW (m) aquired (m) (m) From To 23 44+300 44+600 300 0 45 45 Builtup 24 44+600 47+400 2800 0 45 45 Agricultural 25 47+400 49+400 2000 45 45 0 Government Land Existing Bahaderabad Bypass Total 49400

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2.7 CARRIAGEWAY AND PAVEMENT

The Existing Road is a partially green field alignment and partially of Flexible pavement. The existing carriageway width is generally 5m with 1.0 m paved shoulder on either side. The shoulders along the road are unpaved type with 1.0m width. The condition of shoulders is generally fair.

2.8 HORIZONTAL ALIGNMENT

The project road passes through plain, hilly and rolling terrain. There are sharp curves (hair pin bends) where the project roads are passing through hilly terrain which creates constraint for road geometry. At other locations where the project road passes through the rolling terrain, there is no serious issue with road geometry.

The existing road needs some major geometric improvement which are compromised in some places due to limited availability of land and constrained of unplanned developments.

2.9 VERTICAL ALIGNMENT

The longitudinal gradient of the project highway is deficient in few places with grade up to 6%. It shall be noted that vertical alignment needs to improve suitably to maintain National Highways Standard.

2.10 CONGESTED LOCATIONS

As the project road is running through mostly in green field alignment, so consultant team has identified and finalised the alignment in keeping view that the alignment passes through no major congested locations in the project vicinity.

2.11 EXISTING BRIDGES AND CULVERTS

As the project road is running through mostly in green field alignment, there is no existing major structure were identified or located in the project vicinity.

2.12 FOREST AREA

The existing alignment passes through forest area. The section details of forest locations are given in Table 2.4. Table 2.4: Location of Forest Area Chainage Length S.no Location From To (Km) 1 Rajaji Reserve Forest (Wild Life Sanctuary) 09+400 16+500 7.100 2 Rajaji Reserve Forest (Wild Life Sanctuary) 16+500 22+300 5.800 3 Haridwar Reserve Forest (Wild Life Sanctuary) 26+200 34+000 7.800 Total 20.800

2.13 UTILITIES ALONG THE PROJECT ROAD

As the project road is running through mostly in green field alignment, there is no 3.

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

3. TRAFFIC STUDY

3.1 OBJECTIVES OF TRAFFICSTUDY

The objective of traffic study is to provide basic input for the following part of the Study:

 Finding out the present level of traffic flow and its various characteristics (through Classified Traffic Volume Count);  Capacity assessment based on demand forecasting for next 30 years;  Identifications of zone of influence of the project stretch as per O-D Survey and Commodity Movement Characteristics survey;  turning movement data defines the requirement of geometric improvement of present intersection layout to improve the junction capacity or to provide underpass or flyover;  Pavement design;  Signal design;  Deriving Growth Factor for Traffic Demand Forecasting;  Study of possible location & design of toll plaza;  Development of way side amenities;

Brief summary of traffic studies is present in following pages and detailed traffic report will be submitted as a part of feasibility report.

3.2 TRAFFIC SURVEY LOCATIONS

The lists of surveys conducted on existing road are given in Table 3.1. A few photographs captured during the traffic survey conducted are shown in Figure 3.1 to Figure 3.6.

Table 3.1: Location of Survey Conducted

Sl.No Type of Survey Location/Reference No of Locations

Bahaderabad Bypass end point Towards Haridwar (NearLaxmi Narayan Dham Temple). (Existing Ch.1+700) Classified Traffic Volume Count 1 3 (7 Days) (On project road) Nayagaon Chowk (Existing Ch.5+400) Near Dudhadhari Temple (Existing Ch.17+400) Bahaderabad Bypass end point Towards Haridwar (NearLaxmi Narayan Dham Temple). (Existing Ch.1+700) Turning Movement Count (24 2 3 hours) Nayagaon Chowk (Existing Ch.5+400) Near Dudhadhari Temple (Existing Ch.17+400)

Bahaderabad Bypass end point Towards Origin-Destination Survey (project 3 Haridwar (NearLaxmi Narayan Dham 2 road)-72 hours Temple). (Existing Ch.1+700)

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Sl.No Type of Survey Location/Reference No of Locations

Nayagaon Chowk (Existing Ch.5+400) Near Dudhadhari Temple (Existing Ch.17+400)

Bahaderabad Bypass end point Towards Haridwar (NearLaxmi Narayan Dham 4 Axle Load Survey (24 hours) Temple). (Existing Ch.1+700) 2 Near Dudhadhari Temple (Existing Ch.17+400)

Bahaderabad Bypass end point Towards Haridwar (NearLaxmi Narayan Dham 5 Number Plate Survey (24 hours) Temple). (Existing Ch.1+700) 2 Near Dudhadhari Temple (Existing Ch.17+400)

6 Speed & Delay Survey Full Stretch

3.3 PRESENT TRAFFIC

The classified traffic volume counts (CVC) of fast and slow moving have been carried out in both directions of travel for seven consecutive days and 24 hours a day as per IRC: SP: 19 – 2001, „Manual for Survey, Investigation and Preparation of Road Projects‟. Classified manual traffic counts have been recorded for every 15 minute intervals, by marking tallies on a standard format. This traffic data is used for carrying out traffic analysis, forecast and financial analyses.

Traffic count was done for both motorized and non-motorized vehicles listed in Table 3.2. In the motorized category, 19 types of vehicles were included, while the non-motorized vehicle category includes 4 types of vehicles. Recorded traffic data has been converted into Passenger Units using PCU factors as shown in Table 2.3. These equivalency factors are extracted from IRC: 64 – 1990, „Guidelines for Capacity of Roads in Rural Areas.

Table 3.2: Classification considered for counting traffic and PCU values adopted Vehicle Type PCU factor Vehicle Type PCU Factor 2-Wheeler 0.5 Semi-Artc 4.5 3-Wheeler 1.0 Artc Trucks 4.5 Car 1.0 Agri. Tractors with Trailer 4.5 Utility Vehicle 1.0 Agri. Tractors Without Trailer 1.5 MiniBus 1.5 Cycle 0.5 Standard Bus 3.0 Cycle Rickshaw 2.0 LCV Passenger 1.5 Animal Drawn Vehicle* 8.0 LCV Freight 1.5 Hand Cart 3.0 2-AxleTrucks 3.0 Horse Drawn Vehicle 4.0

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Vehicle Type PCU factor Vehicle Type PCU Factor 3-AxleTrucks 3.0 Source IRC64:1990

3.4.1 Average Daily Traffic (ADT)

The CVC survey was conducted for both tollable and non-tollable traffic during the month of January 2019. ADT averaged for both 3 days data of tollable and non-tollable traffic is given in Table 3.3. However, we recommend adopting the AADT as base year traffic.

Table 3.3: Average Daily Traffic (ADT) Existing Ch.1+700 Existing Ch.5+400 Existing Ch.17+400 Type of Vehicle (ADT) (ADT) (ADT) Number PCU Number PCU Number PCU Two Wheeler 4970 2485 3551 1775 7356 3678 Car / Jeep / Van / Taxi 3525 3525 4287 4287 12374 12374 Three Wheeler 478 478 880 880 2138 2138 LCV 933 1400 1047 1571 920 1380 Govt. Bus 0 0 0 0 0 0 Private Bus 508 1523 723 2169 894 2682 Mini Bus 106 160 46 69 441 662 Tractor 27 41 21 32 13 20 Tractor With Trolly 205 924 190 855 69 311 2 - Axle 691 2074 1447 4342 879 2638 3 - Axle 295 1328 514 2315 441 1983 Multi-Axle Truck 129 582 309 1389 242 1091 Total Fast Moving 11868 14518 13016 19684 25768 28956 Slow Moving Vehicle (SMV) Cycle 96 48 79 39 83 42 Rickshaws 29 59 11 22 8 15 Bullock Cart 5 40 7 56 0 0 Total Slow Moving 131 147 97 117 91 57 Total ADT 11999 14665 13113 19801 25858 29012

3.4.2 Annual Average Daily Traffic (AADT)

AADT is the survey year (2018) traffic which is a product of ADT and seasonal factor. Because of the non- availability of regular counts, monthly fuel sales for the year 2017 have been collected from various fuel outlets in the project influence area to know the seasonal variation. Seasonal variation factor for each month was calculated by taking ratio of sale of petrol and diesel in respective months and average annual monthly sale of fuel.

The AADT by vehicle type is given in the Table 3.4 for base year 2019 Table 3.4: Average Annual Daily Traffic (AADT) Existing Ch.1+700 Existing Ch.5+400 Existing Ch.17+400 Type of Vehical (AADT) (AADT) (AADT) Number PCU Number PCU Number PCU

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Existing Ch.1+700 Existing Ch.5+400 Existing Ch.17+400 Type of Vehical (AADT) (AADT) (AADT) Number PCU Number PCU Number PCU Two Wheeler 5070 2535 3622 1811 7503 3752 Car / Jeep / Van / Taxi 3595 3595 4373 4373 12621 12621 Three Wheeler 487 487 898 898 2181 2181 LCV 952 1428 1068 1602 938 1407 Govt. Bus 0 0 0 0 0 0 Private Bus 518 1553 737 2212 912 2736 Mini Bus 108 163 47 70 450 675 Tractor 28 41 22 33 14 20 Tractor With Trolly 209 942 194 872 70 317 2 - Axle 705 2115 1476 4429 897 2691 3 - Axle 301 1354 525 2361 449 2023 Multi-Axle Truck 132 594 315 1417 247 1112 Total Fast Moving 12105 14808 13276 20078 26283 29535 Slow Moving Vehicle (SMV) Cycle 98 49 80 40 85 42 Rickshaws 30 60 11 22 8 16 Bullock Cart 5 41 7 57 0 0 Total Slow Moving 133 150 99 120 92 58 Total ADT 12239 14958 13375 20198 26376 29593

3.4 PROJECTED TRAFFIC

The traffic survey has been conducted in present year i.e. 2019, considering the construction of road to be completed by year 2021. Summary of survey year traffic (2019), Base year traffic (2021) is given in Table 3.5. It has been projected for a maximum period of 30 years (2020-2050) with the calculated growth rates of 10% per year and presented below in Table 3.6;

Table 3.5: Summary of Projected Traffic in Base year 2019 Average Year Nos AADT 2019 16990 21160 2021 20558 25603 2025 30099 37486 2030 48475 60371 2035 78069 97228 2040 125731 156586 2045 202491 252184 2050 296467 369223

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Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

Table 3.6: Location Wise Traffic Forecast CH:1+700 CH:5+400 CH:17+400 Year Number PCU Number PCU Number PCU 2019 - 2020 11999 14665 13113 19801 25858 29013 2020 - 2021 13199 16132 14424 21781 28444 31914 2021 - 2022 14519 17745 15867 23959 31289 35105 2022 - 2023 15971 19519 17453 26355 34417 38616 2023 - 2024 17568 21471 19199 28991 37859 42477 2024 - 2025 19325 23618 21119 31890 41645 46725 2025 - 2026 21257 25980 23230 35079 45810 51398 2026 - 2027 23383 28578 25554 38587 50391 56537 2027 - 2028 25721 31436 28109 42445 55430 62191 2028 - 2029 28293 34580 30920 46690 60973 68410 2029 - 2030 31122 38038 34012 51359 67070 75251 2030 - 2031 34235 41841 37413 56495 73777 82777 2031 - 2032 37658 46026 41154 62144 81155 91054 2032 - 2033 41424 50628 45270 68358 89270 100160 2033 - 2034 45566 55691 49797 75194 98197 110176 2034 - 2035 50123 61260 54776 82714 108017 121193 2035 - 2036 55135 67386 60254 90985 118818 133312 2036 - 2037 60649 74125 66279 100084 130700 146644 2037 - 2038 66713 81537 72907 110092 143770 161308 2038 - 2039 73385 89691 80198 121101 158147 177439 2039 - 2040 80723 98660 88218 133211 173962 195183 2040 - 2041 88796 108526 97039 146532 191358 214701 2041 - 2042 97675 119378 106743 161186 210494 236171 2042 - 2043 107443 131316 117418 177304 231543 259788 2043 - 2044 118187 144448 129160 195035 254698 285767 2044 - 2045 130006 158893 142075 214538 280167 314344 2045 - 2046 143006 174782 156283 235992 308184 345778 2046 - 2047 157307 192260 171911 259591 339003 380356 2047 - 2048 173038 211486 189102 285550 372903 418391 2048 - 2049 190341 232635 208013 314105 410193 460231 2049 - 2050 209375 255898 228814 345516 451212 506254

3.5 CAPACITYWARRANTS

The project road passes through both rolling and hilly terrain. The average design service volume for present road as per IRC 64-1990 is prescribed in Table 3.7 below.

Table 3.7: Average Design Service Volume Based on 4 Lane with 7.0m Based on 6 Lane + 7m Based on 4 Lane Capacity Service Road Capacity Service road Capacity Guidelines Sections Guidelines Guidelines LOS B LOS C LOS B LOS C LOS B LOS C Km 1+700 2029 2032 2035 2039 2036 2040 Km 5+400 2025 2029 2032 2036 2033 2037 Km 17+400 2021 2025 2028 2032 2029 2033

Highway Engineering Consultant Page - 17 Final Alignment Report

Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

4 IMPROVEMENT PROPOSAL 4.1 GENERAL

The main objective of the consultancy services is to establish the technical, economic and financial viability of the project and prepare detailed project reports for rehabilitation and upgrading of the existing road to 2 lane / 4 lane configurations. The viability of the project shall be established taking into account the requirements with regards to rehabilitation, upgrading and improvement based on highway design, pavement design, type of intersection, rehabilitation and widening of existing and/or construction of new and structures, road safety features, quantities of various items of works and cost estimate and economics analysis.

The project setting of the project road is described at length under Chapter-1-Introduction. The deficiencies and warrants have been discussed at length. The Traffic details have been outlined under Chapter-3. In light of the same, Alignment proposal and recommendations are framed herewith under this Chapter.

4.2 BYPASSES AND REALIGNMENT PROPOSED BY CONSULTANT

The Consultant’s team, during their reconnaissance survey visit, found the requirement of exploring the option of bypassing/ realigning the existing road alignment passing through Haridwar town. During their reconnaissance survey visit it was found Earlier, pilgrims’ number used to touch million mark on Somwati Amawasya, Baisakhi, Makar Sakranti and other major annual festive bathes, but now in summer weekends only pilgrims and tourists are thronging Haridwar in lakhs. So, it’s imperative that during such festive bathes and also on weekends, the traffic needs to be diverted so that the city get reprieve from massive . Earlier, the administration used to divert the Dehradun or Rishikesh bound vehicles through the Hill Bypass road that starts from Brahampur and passes through the mountain terrain of Mata Mansa shrine before mingling with NH 58 at Khadkhadi- Doodhadhari square during festive seasons, but keeping in view the security of animals in Rajaji reserve, the park administration does not open the gates on this stretch. It’s in interest of local residents and pilgrims that this bypass stretch shall be developed as full weather road so that the city get reprieve from massive traffic congestion.

The expert team shall further study the techno-economic considerations based on site conditions and outcome of the traffic surveys.

The locations of bypasses proposed by the team of consultant have been given in Table 4.1 below and Detailed alignment proposed by the team of consultant has explained in a map format which is appended as Annexure-A to this report.

Table 4.1: Project Proposed Alignment Details Nodal Chainage Length Sr.No. Alignment Description Remarks Points Start End (m) 1 A - B New Green Field Alignment 00+000 09+500 9500 Rajaji Reserve 2 B - C Existing Forest Road 09+500 20+100 10600 Forest Rajaji Reserve 3 C - D Proposed 20+100 22+400 2300 Forest 4 D - E Existing Alignment 22+400 24+500 2100 Rajaji Reserve 5 E - F Existing Alignment on NH-58 24+500 25+700 1200 Forest

Highway Engineering Consultant Page - 18 Final Alignment Report

Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

Nodal Chainage Length Sr.No. Alignment Description Remarks Points Start End (m) 6 F - G Major Bridge 25+700 26+200 500 Over River Ganga 7 G - H New Green Field Alignment 26+200 27+500 1300 8 H - I Existing Chilla Road (NH-74) 27+500 35+100 7600 9 I - J Major Bridge 35+100 37+600 2500 Over River Ganga 10 J - K New Green Field Alignment 37+600 49+400 11800 Total 49400

4.2.1 Tentative Cost Analysis

The team of consultant has worked out a tentative cost of the project based on the guideline on normative cost provided by MORT&H (Attached as Annexure-D to this report) and the details is given below in Table 4.2 Table 4.2: Tentative Project Cost Existing Normative Sr. Nodal Chainage Lengt Amount Alignment Unit Cost per Remarks No. Points h (m) (Cr.) Description Start End KM New Green 1 A - B Field 00+000 09+500 9500 Km 6.55 62.225

Alignment Assumed Per Sqm. Cost Existing Forest 2 B - C 09+500 20+100 10600 Sqm. 0.0085 1860.57 (Structure Road Width taken 20.65m) Assumed Existing Forest 3 C - D 20+100 22+400 2300 Km 200 460 Per Km Road Cost Existing 4 D - E 22+400 24+500 2100 Km 15.04 31.58 Alignment Existing 5 E - F Alignment on 24+500 25+700 1200 Km 0.5 0.6

NH-58 Crossing 6 F - G 25+700 26+200 500 Sqm. 0.0082 106.6 Ganga River New Green 7 G - H Field 26+200 27+500 1300 Km 15.04 19.552

Alignment Existing Chilla 8 H - I 27+500 35+100 7600 Km 15.04 114.30 Road (NH-74) Crossing 9 I - J 35+100 37+600 2500 Sqm. 0.0082 533 Ganga River New Green 10 J - K Field 37+600 47+400 9800 Km 6.55 64.19

Alignment Total 47400 3252.62

Highway Engineering Consultant Page - 19 Final Alignment Report

Consultancy services for Preparation feasibility study (FS) and detailed project report (DPR) for Haridwar Ring Road in NATIONAL HIGHWAY AUTHORITY OF INDIA(NHAI) state of Uttarakhand.

4.3 BYPASSES AND REALIGNMENT FINALIZED BY AUTHORITY

A presentation was made infront of hon’able Chief Secretary, Govt. of Uttarakhand and Member, NHAI on 27th March’2018 at Conference hall of State Secretariat, Govt. of Uttarakhand, Dehradun. The copy of the presentation is attached as Annexure-B to this report.

After due deliberation & discussion on the matter, the meeting concluded with following decision & directions by State Govt. with an advice that Consultant & NHAI shall proceed further in consultation with Director, Rajaji National Park and Nodal officer, Uttarakhand State Forest Department for the alignments proposed through the Forest & National Park Zone.

(i) The proposed Project alignment as presented by the DPR Consultant in totally for total length of 47.4 km as shown in map (attached as Annexure-A) with light green–pink-dark green-blue colour legend line diagram is agreed in principal considered for the scope of DPR Consultant to proceed further.

(ii) As suggested by the DPR Consultant to take up the construction work in three phases for implementation in view of prevailing situation, the same is also agreed in principal to proceed further in following phases as per the present & future traffic scenario.

(a) Phase-I – Proposed alignment section emerging from existing NH-58 nearby location of Dudhadhari Mandir and running towards Chilla side, crossing Ganga river by way of a bridge & thereby connecting/merging with NH-74 of Haridwar- Section (total length about 4.00 km) as shown in attached map with provision of proposed through Rajaji National Park.

(b) Phase-II- Proposed alignment emerging from the midpoint of Bahadarabad bypass of NH- 58 and running towards Ganga river with crossing over Ganga river by way of a bridge & thereby joining/merging with NH-74 of Haridwar-Najibabad Section (Total length about 20.0 km) as shown in attached map.

(c) Phase-III- Proposed alignment emerging from existing NH-58 near Bahadarabad and running along the periphery zone of BHEL Township & along hill road towards Mansa Devi Temple side and thereby joining/merging with existing NH-58 near by location Dudhadhari Mandir (Total length about 23.4 kms) as shown in attached map with provision of proposed elevated highway & tunnel passing through Rajaji National Park & hilly area.

Detailed alignment finalized by authority has explained in a map format which is appended as Annexure-C to this report.

Highway Engineering Consultant Page - 20

ANNEXURE - A COMPLETE ALIGNMENT MAP WITH NODAL POINTS ANNEXURE-A Total Proposed Alignment with Option-1 = 45.900 Kms Towards Total Proposed Alignment with Option-2 = 49.400 Kms Proposed Alignment Chandigarh (Approx. Length Proposed Alignment Proposed Alignment 20Kms) B (Approx. Length 17.5Kms) (Approx. Length 3.4 Kms)

Towards Dehradun A BHEL TOWNSHIP Proposed Tunnel K (Approx. Length D AREA E Towards 2.30Kms) C F G

H Existing Bhaderabad Bypass

Proposed Major Bridge (Approx. Proposed Major Length 2.50Kms) Bridge (Approx. Length 0.50Kms)

J Proposed Alignment Proposed Alignment (Approx. Length 9.7 Kms) I (Approx. Length 9.0 Towards Kms)

ANNEXURE - B COPY OF PRESENTATION PRESENTED TO HON’BLE CHIEF SECRETARY, UTTARAKHAND 3/27/2019

3/27/2019

HARIDWAR RING ROAD

OBJECTIVE OF THE PROJECT3/27/2019  The viability of the project alignment shall be established taking into account the requirements with regards to following  Highway Geometric Design

 Structure Design

 Road Safety Measure

 Land Acquisition Cost / Time

 Project Cost Estimate

 Construction Time 2

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OBJECTIVES OF THIS PRESENTATION3/27/2019

 FINAlIzAtION OF AlIGNmeNt OF tHe PROject  FeAsIbIlIty OF eXIstING AlIGNmeNt AND AlIGNmeNt WItH byPAsses

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3/27/2019

PROject AlIGNmeNt

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KEY MAP OF THE PROJECT ON GOOGLE 3/27/2019

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NEED OF RING ROAD IN HARIDWAR3/27/2019

 PUblIc DemAND  tO AVOID cONGestION IN HARIDWAR tOWN ON PReseNt sceNARIO  tO AVOID mAjOR cONGestION ANtIcIPAteD IN KUmbH melA IN 2021

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PROJECTED PILGRIMS / TOURISTS3/27/2019

Source: https://haridwarrishikeshtourism.com/haridwar.html

SWOT ANALYSIS OF HARIDWAR RING ROAD PROJECT 3/27/2019 SWOT analysis of Haridwar Ring Road SWOT [S=Strengths, W=Weakness, O=Opportunities, T= Threats] Provide All weather Road Ease of traffic flow Strengths: Avoids Congestion in Haridwar Town Adequacy of transport facilities and interstate connectivity. Constraint of Land Acquisition Weaknesses: Constraint of getting approval of Protected / Wildlife Sanctuary Land Lack of adequate infrastructural support. To provide Techno economical Transport System Opportunities: Opportunities of employment. Heavy Congestion in Haridwar Town During Kumbh Mela in 2021 Exceptionally high peaks of Tourists inflows during Kumbh Mela and unorganized Tourists especially at destinations which are on existing road of NH-58. Threats: Degradation of Environment. Danger of wild life damage during construction Physio-economical stress over local residents.

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TRAFFIC & OTHER SURVEY LOCATIONS3/27/2019

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ANALYSIS OF TRAFFIC SURVEY3/27/2019

Location ADT AADT Sl.No. Village Name (Existing Chainage) Nos. PCU Nos. PCU

Bahadrabad Bypass end point 1 Towards Haridwar (NearLaxmi 01+700 11999 14665 12239 14958 Narayan Dham Temple)

2 Nayagaon Chowk 05+400 13113 19801 13375 20198 3 Near DudhadhariTemple 17400 25858290122637629593 10

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LEVEL OF SERVICE (LOS) AS PER IRC-64, 1990 3/27/2019

Plain Terrain Road Shoulder Type Capacity LOS B LOS C LOS D (PCU/day) Earthen Shoulders 35000 49000 59500

4 Lane* Paved Shoulders 80500 40250 56350 68425 With 7 m Service 134000 67000 94000 114000 Road 6 Lane** Paved Shoulders 134000 67000 94000 114000

Paved Shoulder with 6 Lane 5.5m Service Road 146375 73188 102463 124419 on Both Sides

6 Lane*** Paved shoulders 90000 - - - 11

LEVEL OF SERVICE OF PROJECT3/27/2019 ROAD

Based on 4 Lane with Based on 6 Lane + Based on 4 Lane 7.0m Service Road 7m Service road Capacity Guidelines Sections Capacity Guidelines Capacity Guidelines

LOS B LOS C LOS B LOS C LOS B LOS C

Km 1+700 2029 2032 2035 2039 2036 2040

Km 5+400 2025 2029 2032 2036 2033 2037

Km 17+400 2021 2025 2028 2032 2029 2033

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INDEX MAP OF THE PROJECT ON GOOGLE 3/27/2019

HRDA MASTER PLAN 13

KEY MAP OF HARIDWAR RING ROAD ALIGNMENT 3/27/2019

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DETAILS AS PER NODAL 3/27/2019POINT

Nodal Chainage Length Sr.No. Existing Alignment Description Proposed Alignment Description Remarks Points Start End (m) 4 Lane devided Carraigeway with 1 A - B New Green Field Alignment 00+000 09+500 9500 PS Rajaji Reserve 2 B - C Existing Forest Road Proposed Elevated Corridor 09+500 20+100 10600 Forest Rajaji Reserve 3 C - D Existing Forest Road Proposed Tunnel 20+100 22+400 2300 Forest 4 Lane devided Carraigeway with 4 D - E Existing Alignment 22+400 24+500 2100 PS 5 E - F Existing Alignment on NH-58 Geometric Improvement 24+500 25+700 1200 6 F - G Crossing Ganga River New 4 Lane Major Bridge 25+700 26+200 500 4 Lane devided Carraigeway with Rajaji Reserve 7 G - H New Green Field Alignment 26+200 27+500 1300 PS Forest 4 Lane devided Carraigeway with Rajaji Reserve 8 H - I Existing Chilla Road (NH-74) 27+500 35+100 7600 PS Forest 9 I - J Crossing Ganga River New 4 Lane Major Bridge 35+100 37+600 2500 4 Lane devided Carraigeway with 10 J - K New Green Field Alignment 37+600 49+400 11800 PS Total 49400

SALIENT FEATURES OF HARIDWAR RING ROAD 3/27/2019

Haridwar Ring Road Option-2

S.No Description Of Item Ring Road Option 2

1 Length (Kms) 49.40 Plan 2 Minimum Radius 150 Hair Pin Bend 3 Profile Maximum Cutting (Box Cutting) 4.2 m 3 Maximum Filling 4 m MaXimum Gradient 3.50% Structures Major Bridge 3 Minor Bridge 6 4 ROB 1 Tunnel 1 RCC Box Culvert 75

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SALIENT FEATURES OF HARIDWAR RING ROAD 3/27/2019

Haridwar Ring Road Option-2 S.No Description Of Item Ring Road Option 2

Land Acquisition and R&R Approx. Existing Row Available(m) 0 5 Row Required (m) 45 Land to be acquired( Hec.) 93.63 Area of Structures Affected (Sqm) 122632.77 Project Cost Cost of Land Acquisition (INR In Crores) 84.14 6 Cost of R&R (INR In Crores) 429.2147 Cost of Utility Shifting (INR In Crores) 1 Civil Cost (INR In Crores) 3252.62 Capital Cost Of Project (INR In Crores) 3765.97

3/27/2019

DetAIls OF lAND

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LAND ACQUISITION DETAILS3/27/2019

 Forest/Wildlife Land  Approximately 21 Km length out of 49 Km length of the proposed project highway is passing through Reserved Forest/Wildlife Century  Out of 207 Ha of land required for the construction of the proposed project highway, 78.66 ha comprises of Wildlife (Rajaji national Park)  Diversion of the approx. 78.66 ha Forest land/wildlife century, will be challenging for the project.  Private/Govt Land  Out of 207 ha area of land required for the construction of the proposed highway, around 100 Ha land comprises of Private/Built up.  This land needs to be acquired/cleared to proceed further for the construction of the proposed Haridwar Ring Road.

LAND ACQUISITION DETAILS3/27/2019

Area of Land To be Sl.No. Land Type Acquired (Hact.)

1 Agricultural 65.25

2 Builtup 23.85

3 Barren / Private Land 10.8 4 Forest 78.66 5 Government Land 29.25 Total 207.81 20

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DETAILS OF FOREST LAND3/27/2019

Chainage Length SL.No Location From To (Km) Rajaji Reserve Forest (Wild Life 1 09+400 16+500 7.100 Sanctuary) Rajaji Tiger Reserve Forest (Wild 2 16+500 22+300 5.800 Life Sanctuary) 3 Haridwar Reserve Forest 26+200 34+000 7.800 Total 20.800

LAND USE PATTERN OF THE3/27/2019 PROJECT

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ANTICIPATED PROJECT COST 3/27/2019

Normative Cost per KM As per Alignment Option-1 Length (m) Amount (Cr.) Remarks Mort&H Circular (Cr.) 4 Lane devided Carraigeway with PS 9500 6.55 62.225 Proposed Elevated Corridor 10600 0.0085 1860.565 Proposed Tunnel 2300 200 460 4 Lane devided Carraigeway with PS 2100 15.04 31.584 Geometric Improvement 1200 0.5 0.6 New 4 Lane Major Bridge 500 0.0082 106.6 4 Lane devided Carraigeway with PS 1300 15.04 19.552 4 Lane devided Carraigeway with PS 7600 15.04 114.304 New 4 Lane Major Bridge 2500 0.0082 533 4 Lane devided Carraigeway with PS 9800 6.55 64.19 Total Construction Cost 3252.62 LA Cost (Bypass Location) 84.14 R&R Cost 429.21 Total Project Cost 3765.97

DECISION TAKEN IN MEETINGS BETWEEN MORTH AND STATE GOVT.3/27/2019

During the meeting held in the ministry on 12.12.2017 under the chairmanship of Hon’ble Minister MoRT&H with Hon’ble Chief Minister, Uttarakhand, the issue of the construction of Haridwar Ring road was discussed wherein it was agreed upon that State govt. shall bear the full cost of the land acquisition for the Haridwar Ring Road.

During the meeting held under the chairmanship of Hon’ble Minister (MoRT&H) on 16.04.2018 in conference room, MoRT&H, , the issue of Haridwar Ring Road was raised to avoid Huge traffic congestion and inconvenience being regularly faced by the public. And Further, it was apprised that after feasibility study the award of work shall be initiated once the land for the said Ring road is provided by the state Govt.

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REQUEST FOR LAND AND WILDLIFE/FOREST CLEARANCE 3/27/2019

 Accordingly, authority in order to proceed further in the subject matter, request state government to provide confirmation on following essential aspects :-

Time frame for clearance of Wildlife/Forest Land. Time Frame for Land Acquisition.

DISCUSSION IN NHAI HQ, DELHI 3/27/2019

A presentation was held on 27th Jan’2019 in the chamber of Member (P), NHAI regarding Haridwar Ring Road and with due diligence it was opined that if there is delay in facilitation of land as well as requisite wildlife/forest clearance by State Government another alternative options could also be worked upon.

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ALTERNATIVE OPTIONS 3/27/2019

An elevated corridor/Flyover at various locations along the existing NH- 58 through Haridwar can also be worked upon and the same has also been discussed with Hon’ble Minister (MoRT&H) on 16-04-2018, which will also solve the purpose of decongestion of traffic in Haridwar city portion.

LINEAR PLAN OF NH-58 (EXISTING)3/27/2019

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ELEVATION OF NH-58 (EXISTING)3/27/2019

COST OF ALTERNATIVE OPTION ELEVATED HIGHWAY ON EXISTING NH-583/27/2019 Chainage Sl.No Corridor Name Length (m) Proposal Remarks From To 1 Existing NH-58 192+242 195+200 2958Proposed Elevated Structure 2 Major Bridge 195+200 195+245 45Major Bridge 3 Existing NH-58 195+245 195+585 340Proposed Elevated Structure 4 Vehucular Under Pass (VUP) 195+585 195+785 200Vehucular Under Pass (VUP) 5 Existing NH-58 195+785 196+000 215Proposed Elevated Structure 6 Railway Over Bridge (ROB) 196+000 196+550 550Railway Over Bridge (ROB) 7 Existing NH-58 196+550 197+900 1350Proposed Elevated Structure 8 Sradhanand Chowk 197+900 199+050 1150Grade Separated Intersection Contract Awarded 9 Ranipur More 199+050 199+800 750Grade Separated Intersection 10 Existing NH-58 199+800 200+815 1015Proposed Elevated Structure 11 Mayapuri Chowk 200+815 201+935 1120Grade Separated Intersection Construction in Progress (10%) 12 Existing NH-58 201+935 202+100 165Proposed Elevated Structure 13 Ghat 202+100 202+650 550Grade Separated Intersection Contract Awarded 14 Existing NH-58 202+650 203+700 1050Proposed Elevated Structure 15 Major Bridge 203+700 204+030 330Major Bridge 16 Existing NH-58 204+030 204+100 70Proposed Elevated Structure 17 Major Bridge 204+100 204+230 130Major Bridge 18 Existing NH-58 204+230 204+300 70Proposed Elevated Structure 19 Major Bridge 204+300 204+390 90Major Bridge 20 Existing NH-58 204+390 205+600 1210Proposed Elevated Structure 21 Major Bridge 205+600 205+720 120Proposed Elevated Structure 22 Existing NH-58 205+720 206+100 380Proposed Elevated Structure 23 Vehucular Under Pass (VUP) 206+100 206+520 420Vehucular Under Pass (VUP) 24 Existing NH-58 206+520 206+650 130Proposed Elevated Structure 25 Dudahari Chowk 206+650 207+220 570Grade Separated Intersection Contract Awarded 26 Existing NH-58 207+220 207+600 380Proposed Elevated Structure 27 Existing NH-58 207+340 209+980 2640Proposed Elevated Structure Total 17998

Total Length of Proposed Elevated Corridor: 12093m Tentative cost @ 1,20,000 per Sqm: 2497.205Cr.

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MEETING HELD WITH LOCAL AUTHORITIES 3/27/2019

A meeting was held on 9th February 2019 with local authorities at Haridwar, Hon’ble ACS has suggested to make a traffic survey on NH-72A for calculating the traffic diversion from Dehardun along other NH-72A passing through Dat Kali Mandir, Mohand, Ganeshpur, Chhutmalpur etc. and accordingly Traffic Survey has been carried out.

Also Hon’ble ACS suggested to conduct Socio Economic study of the project.

DIVERTED TRAFFIC TOWARDS DEHRADUN FROM MUJJAFAR NAGAR3/27/2019

ADT AADT Sl.No. Village Name Nos. PCU Nos. PCU Near Dat Kali Mandir on NH-72A (Dehradun - Dat Kali Mandir – 1 7380 9054 7528 9236 Mohand – Ganeshpur - Chhutmalpur Route) Near Dudhadhari Temple on NH-58 (Dehradun – Mohakampur – 2 25858 29012 26376 29593 Lachhiwala – - Nepali Farm – Motichur - Haridwar Route) 32

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MEETING HELD AT HQ, NHAI 3/27/2019

A meeting was held on 16th February 2019 at NHAI HQ, in keeping view of time consumption in facilitation of land as well as requisite wildlife/forest clearance by State Government, CGM, NHAI has suggested to make the total alignment in phase wise option so that further process of bidding can be expedite.

INDEX MAP OF THE PROJECT IN PHASE WISE 3/27/2019

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SALIENT FEATURES OF HARIDWAR RING ROAD OPTION-2 (PHASE-1) 3/27/2019

Haridwar Ring Road Option-2 (Phase-1) S.No Description Of Item Ring Road Option 2 (Phase-1)

1 Length (Kms) 20.00 Plan 2 Minimum Radius 150 Hair Pin Bend 3 Profile Maximum Cutting (Box Cutting) 4.2 m 3 Maximum Filling 4 m MaXimum Gradient 3.50% Structures Major Bridge 3 Minor Bridge 6 4 ROB 1 Tunnel - RCC Box Culvert 75

SALIENT FEATURES OF HARIDWAR RING ROAD OPTION-2 (PHASE-1) 3/27/2019

Haridwar Ring Road Option-2 S.No Description Of Item (Phase-1) Ring Road Option 2 (Phase-1) Land Acquisition and R&R 30M Already Available along NH-74 Approx. Existing Row Available(m) for 6.6Kms 5 0 for 13.4Kms Road Row Required (m) 45 Land to be acquired( Hec.) 40.93 Area of Structures Affected (Sqm) 19171.74 Project Cost Cost of Land Acquisition (INR In Crores) 36.84 6 Cost of R&R (INR In Crores) 67.10 Cost of Utility Shifting (INR In Crores) 1 Civil Cost (INR In Crores) 712.998 Capital Cost Of Project (INR In Crores) 817.941

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LAND ACQUISITION DETAILS FOR PHASE-1 3/27/2019

Area of Land To be Sl. No. Land Type Acquired (Hact.)

1 Agricultural 37.8

2 Builtup 5.85 3 Forest 25.08 4 Government Land 25.65 Total 94.38

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LAND USE PATTERN OF PHASE-13/27/2019

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DETAILS OF FOREST LAND IN3/27/2019 PHASE-1

Chainage Length SL.No Location Remarks From To (Km) Haridwar Reserve Diversion 1 27+400 34+000 6.600 Forest already done. Total 6.600

RECOMMENDATIONS3/27/2019

As Option-2 (Phase-1) seems to be most feasible at this point of time and if State Government give consent to proceed further at fist instance for the same, the further process of inviting bids etc. can be taken up at the earliest.

Consent of State Government is earnestly requested in this forum for the above recommendation.

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3/27/2019

ELEVATED CORRIDOR3/27/2019

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ANNEXURE - C PHASE WISE MAP OF IN PRINCIPLE APPROVED ALIGNMENT Total Length of Proposed Ring Road Phase-1 = 20.000 Kms Total Length of Proposed Ring Road Phase-2 = 4.000 Kms Towards Proposed Alignment Total Length of Proposed Ring Road Phase-3 = 23.400 Kms (Approx. Length Proposed Alignment Chandigarh Proposed Alignment PHASE-1 20Kms) (Approx. Length 17.5Kms) (Approx. Length 3.4 Kms) Bypass Proposed Tunnel Option-2 BHEL (Approx. Length 2.30Kms) TOWNSHIP Towards Dehradun AREA PHASE-3

Towards Delhi

Proposed Major Bridge (Approx. Start & End Point of PHASE-2 Length 0.50Kms) Bypass Option-2

Proposed Major Existing Bhaderabad Bridge (Approx. Bypass Length 2.50Kms) Proposed Alignment (Approx. Length 9.0 Kms) Proposed Alignment (Approx. Length 9.7 Kms) Towards Laksar

ANNEXURE - D MORT&H CIRCULAR FOR NORMATIVE COST MORT&H Circular

INDIAN HIGHWAYS│May 2018 41 MORT&H Circular

42 INDIAN HIGHWAYS│May 2018 MORT&H Circular

INDIAN HIGHWAYS│May 2018 43 MORT&H Circular

44 INDIAN HIGHWAYS│May 2018 MORT&H Circular

INDIAN HIGHWAYS│May 2018 45 MORT&H Circular

46 INDIAN HIGHWAYS│May 2018 MORT&H Circular

INDIAN HIGHWAYS│May 2018 47

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