Redesigning, Rehabilitation, and Upgradation to four lane configuration & strengthening of UP/ Border-- Jhajhar (from km 0.000 to km 80.250) section of New NH-334B in the State of Haryana

Brief on Project Notes

Project road NH-334B( UP/Haryana Border-Sonipat-Rohana-) is start from Design km 0.000( existing km 56.560 of SH-10) in and end at Design km 80.250 (existing km 64.150 of SH-20) Jhajjar Distrct of Haryana state. Project is divided into two package: Package-I (Up/Haryana Border- Sonipat-Rohana) and Package-II (Rohana-Jhajjar) Beif notes on project is given package wise. Project road NH-334B( UP/Haryana Border-Sonipat-Rohana-Jhajjar) is fall under jurisdiction of Sonipat Forest Division (Design km 0.000 to Design km 45.280), Rohtak Forest Division (Design km 45.280 to Design km 60.740) and Jhajjar Forest Division (Design km 60.740 to Design km 80.250). Proposed upgradation of project road will divert 69.7131ha. PF on NH-land/link road/ canals/ minors / railways line.

Forest Division wise proposed diversion of Forest land(PF on NH, minors, railways line, canals ) are as

Non forest land Forest land (to be Forest Division to (be acquired diverted in Ha.) in Ha.) Sonipat 46.2094 211.1973 Rohtak 6.4025 104.5386 Jhajjar 17.1012 114.8064 69.7131 430.5423

Packages wise brief notes on project is presented in subsequent sections Feasibility Study/ DPR for redesigning, rehabilitation and up-gradation to four lane configuration & strengthening of UP/ Haryana Border - Sonepat – Rohna Section of New NH-334B in the State of Haryana (Package-I)

TABLE OF CONTENT

0.1 PROJECT BRIEF ...... 2

0.2 PROJECT DEVELOPMENT DESCRIPTIONS ...... 2

0.3 PRELIMINARY COST ESTIMATE ...... 6

0.4 FINANCIAL ANALYSIS RESULTS AND ANALYSIS ...... 7 0.5 RECOMENDATIONS ...... 8

LIST OF TABLES

Table 0.1: Project Road Existing Segments ...... 2 Table 0.2: Details of Project District ...... 2 Table 0.3: List of Settlements ...... 3 Table 0.4: Traffic Indicators ...... 3 Table 0.5: Summary of Development Scheme ...... 3 Table 0.6: Details of grade separators (VUP/Flyovers) ...... 5 Table 0.7: Summary of improvement of existing culvert & New proposed...... 6 Table 0.8: Existing and Proposed ROBs ...... 6 Table 0.9: Abstract Cost Estimate by Items – Package 1 ...... 7 Table 0.10: Financial Indicators...... 7

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Project Notes

0.1 PROJECT BRIEF

Project highway starts from km 0+000 from River at Haryana/ UP border, Sonepat and ends at km 44+800 at Rohna. Due to break chainage from Ch. 25+480 to Ch. 29+400, length of 4.320km is deducted.(Design Length 40.480km).

0.2 PROJECT DEVELOPMENT DESCRIPTIONS

0.2.1 General

The project road section under Package-I starts from km 0+000 of UP-Haryana Border and ends at Km.44.800 (Design Length = 40.480km). Project Highway comprises segments of SH 11, Huda Road and SH 20. The details and length of different segment as per of the project highway is presented below. Table 0.1: Project Road Existing Segments

Type of Sr. Design Length Existing Existing Remarks No Chainage (Km) Chainage segment 0 0.0 56.57 Start of PR SH-11 10.4 1. 10.4 67.00

New 2. 12.0 1.6 - No KMS alignment 3. Huda Road 16.6 4.6 - No KMS New 25.480/ Break 4. 8.88 18.6 alignment 29.800 Chainage End of 5. SH-20 44.800 15.0 31.971 Package 1

The project road passes through Sonepat and Rohtak districts of Haryana. Table 0.2: Details of Project District

Name of Design Chainage Sl. No. Length (km) Districts From To

1 Sonepat 0+000 38+080 38.08 2 Rohtak 38+080 40+500 2.40

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0.2.2 Nodal Points on the Project Road

Barring the built-up locations, agriculture is the predominant land use in some semi-arid areas while it is barren in the arid patches along the road. In the built- up areas both residential and commercial buildings have developed abutting the road corridor. The road is entirely in Haryana district. The list and locations of villages / towns noticed along the project road is tabulated in Table 0.3 below: Table 0.3: List of Settlements

Chainage Sl.No. Name of Settlements Length (m) From To 1 Khewra 4.5 5.6 1100 2 Bahalgarh 10.7 11.5 800 3 Sonepat city 15.9 20.5 4600 4 Kharkhoda 34.1 38.1 4000 5 Rohna 40.4 41.6 1200

0.2.3 Traffic Volume Based on Preliminary Reconnaissance, the project road was kept as one traffic homogenous section. The homogenous sections (HS) identified are listed below: Table 0.4: Traffic Indicators

Homogenous From km to km Length Total PCUs Remarks section (Design Length) (km) UP/ Haryana Km. 0+000 to Km. HS-1 40.480 18,155 Border(Sonepat) 44+800 to Rohna

The current traffic between UP/Haryana Border (Sonepat) (km 0+000) to Rohna (km 44+800) is around 18,155 PCUs. Hence the project road is recommended for four lane configuration.

0.2.4 Proposed Developmental Plan/Construction The summary of the cross-section schedule is presented in Table 0.5. Table 0.5: Summary of Development Scheme

Length TCS Description km Concentric widening with Toe Wall High Embankment 3m to TCS 1 5m (Flood Inundation zone of Yamuna River) 2470

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Length TCS Description km TCS 2 Concentric Widening 1970 Eccentric Widening Existing Carriageway used in Main TCS 2A Carriageway (LHS) 400 Eccentric Widening Existing Carriageway used in Main TCS 2B Carriageway (RHS) 2270 Eccentric Widening with One side (LHS) Service Road TCS 3A Existing Carriageway used in Service Road (LHS) 1060 Eccentric Widening with One side (RHS) Service Road TCS 3B Existing Carriageway used in Service Road (LHS) 1220 Eccentric Widening with One side (RHS) Service Road TCS 3C Existing Carriageway used in Service Road (RHS) 3600 Eccentric Widening with One side (RHS) Service Road TCS 3D Existing Carriageway used in Main Carriageway (RHS) 890 TCS 4 Approach Cross Section Underpass/ROB with Slip Road 8130 TCS 4A Approach Cross Section Underpass on LHS with Slip Road 990 TCS 4B Approach Cross Section Underpass on RHS with Slip Road 2950 TCS 4C Approach Cross Section Underpass without Slip Road 1360 TCS 5 New Alignment 8610 Concentric Widening with Service Road & Footpath in urban TCS 6 section (Existing Road/Carriageway of Sector Road) 2460 Approach to Structure with one side service Road and one TCS 7 side Slip road. 1500 Toll Proposed Fee Plaza 600

0.2.5 Proposed Pavement Main Carriageway – Flexible Pavement Service Road – Flexible Pavement Slip Road – Flexible Pavement

0.2.6 Intersections The project road being passing through heavily built-up location at many locations, Flyover and viaduct has been proposed. As such 7 major junctions are identified along the existing alignment, however considering the future growth and proximity to /NCR in all 16 grade separators are proposed. Many of the grade separators are proposed for the proposed bypass start and end.

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Table 0.6: Details of grade separators (VUP/Flyovers) Type of Sr. Existing Proposed Ex Proposed Grade Side Justification No. Chainage Chainage Junction Span Separator Proposed 63.325 Flyover 1. 6700 3 Arm LHS 1x30m Institutional area (SH-11) (LHS) on LHS Local Road Khewra 2. 8330 4 Arm VUP Gr 2 Both 1x12m Connecting to Bypass Khewra Villages 67.000 Factory and 3. 10370 4 Arm Flyover Both 1x30m (SH-11) CRPF Camp, Bahalgarh 20+2x40+ NH-1 Crossing ; 4. 11973 4 Arm Flyover Both Bypass 20m Skew (HT Tower) Sector Sector Road, 5. 14497 4 Arm Flyover Both 2x20m road Staggered Jun. Sector Flyover crossing 6. 16600 3 Arm Flyover Both 2x20m road Road Sonepat 7. 17155 4 Arm VUP Both 1x12m VUP Bypass Sonepat 8. 19520 4 Arm VUP Both 1x12m Extending to SH Bypass Sonepat Twin 1x100 9. 22350 Flyover Both Over twin Canal, Bypass Canal (Biostring) Sonepat 10. 23945 4 Arm VUP Both 1x12m VUP Bypass Start of 25.675 Flyover 11. 35975 3 Arm RHS 1x30m kharkhoda (SH-20) (RHS) bypass Existing SH 18 Crossing, 12. Kharkhoda 37717 4 Arm Flyover Both 2x30m 60m opening on Bypass KMP Existing End of Kharkhoda 13. Kharkhoda 39449 4 Arm VUP Both 1x12m Bypass Bypass 29.500 Flyover Start of Rohna 14. 41935 3 Arm RHS 1x30m (SH-20) (RHS) Bypass 31.000 Flyover End of Rohna 15. 43850 3 Arm RHS 1x30m (SH-20) (RHS) Bypass

0.2.7 Cross Drainage Works Following CD works are proposed in the project road.

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Major bridge Nil Minor Bridges 7 nos. Culverts 30 nos. Table 0.7: Summary of improvement of existing culvert & New proposed Total New Type of Culvert Widened Reconstruction (Type of Construction culverts) Hume pipe 0 0 4 4

RCC Slab 2 0 0 2

Box Culvert 0 11 13 24 Total (Proposed 2 11 17 30 Improvements)

0.2.8 Railway Crossing

4-lane ROB is proposed at Sonepat bypass. Table 0.8: Proposed ROBs Sl. Existing Design Structure Existing Span Proposed Span No. Chainage Chainage Type Arrangement (m) Arrangement (m) Proposed 1 Sonepat 17+453 ROB NA 30+80+30 Bypass

0.2.9 Project specific features Toe wall is proposed at the edge of the proposed Right of Way to restrict the embankment slope and to protect the embankment from flooding of Yamuna River. The first 2.2 km length of the project road falls in the inundation of Yamuna River.

0.3 PRELIMINARY COST ESTIMATE

The project cost on above items has been worked out for the year 2017-18 based on development proposal of the project corridor. The abstract of the estimate is presented below:

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Table 0.9: Abstract Cost Estimate by Items – Package 1 (Rs in Crores) Percent BILL NO DESCRIPTION PKG1 (%) Bill No 1 SITE CLERANCE AND DISMANTLING 0.67 0.1%

Bill No 2 EARTH WORK 61.56 9.4% GRANULAR SUB-BASE AND BASE Bill No 3 111.80 17.0% COURSES Bill No 4 BITUMINOUS COURSES 123.69 18.9%

Bill No 5 CROSS DRAINAGE WORKS 6.51 0.99% BRIDGE'S, UNDERPASS, FLYOVER & ROB Bill No 6 248.55 37.9% ETC. Bill No 7 DRAINAGE AND PROTECTIVE WORKS 76.54 11.7% TRAFFIC SIGNS, MARKINGS AND ROAD Bill No 8 13.56 2.07% APPURTENCES. Bill No 9 MISCELLANEOUS ITEMS 3.04 0.46%

Bill No 10 TOLL PLAZA 8.00 1.22%

Bill No 11 MAINTENANCE 0.55 0.08%

TOTAL CIVIL COST (A) = 654.47 100%

Per km cost (Crore/km) 16.17

0.4 FINANCIAL ANALYSIS RESULTS AND ANALYSIS

Based on the project structure traffic study and toll rate analysis, financial feasibility analysis has been carried out as per the methodology outlined in earlier sections. The minimum Equity IRR (Return on Equity) considered for the project is 15%. As per current scenario, existing traffic is low. Financial indicators are presented in Table 0.10 below. Table 0.10: Financial Indicators NPV @ Civil Construction Concession Return on VGF 12% Cost Period Equity % (Rs Crore) 654.5 Crores 26 Years 0% 8.0% Negative (2017-18)

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(Rs 16.17 Crores/km) 40% 14.8% 169Cr.

0.5 RECOMENDATIONS

From the above table it can be concluded that the project is financially Viable on BOT (Toll) basis at 40% VGF (maximum permissible VGF) in 26 years Concession Period. However as per the policy matter Technical (161/2014) dated 24.07.2014, the VGF is restricted to 20%, and hence the project is recommended to be taken up on HAM.

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TABLE OF CONTENT

0.1 PROJECT BRIEF ...... 2 0.2 PROJECT DEVELOPMENT DESCRIPTIONS ...... 2 0.3 PRELIMINARY COST ESTIMATE ...... 6 0.4 FINANCIAL ANALYSISRESULTS AND ANALYSIS ...... 7 0.5 RECOMENDATIONS ...... 7

LIST OF TABLES

Table 0.1: Project Road Existing Segments ...... 2 Table 0.2: Details of Project District ...... 2 Table 0.3: List of Settlements ...... 3 Table 0.4: Traffic Indicators ...... 3 Table 0.5: Summary of Development Scheme ...... 3 Table 0.6: Details of grade separators (VUP/Flyovers) ...... 4 Table 0.7: Summary of improvement of existing culvert & New proposed...... 6 Table 0.8: Existing and Proposed ROBs ...... 6 Table 0.9: Abstract Cost Estimate by Items – Package 2 ...... 6 Table 0.10: Financial Indicators...... 7

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Project Notes: Package-II

0.1 PROJECT BRIEF

Project highway starts from km 44+800 from Rohna and ends at km 80+250 (KM 64.15 of SH-20) at T-Junction of NH334B & NH-709E (Design Length 35.450km). The proposed development including its cost and financial analysis is presented in this report.

0.2 PROJECT DEVELOPMENT DESCRIPTIONS

0.2.1 General

The project road section under Package-II starts from km 44.800 at Rohna and ends at Km 80.250 (Design Length = 35.450km). Project Highway comprises segments of SH 20. The details and length of different segment as per of the project highway is presented below. Table 0.1: Project Road Existing Segments

Type of Sr. Existing Design Length Existing Remarks No Chainage Chainage (Km) segment Start of 31.971 44.800 Package 2 1 SH-20 35.450 End of Package 64.15 80.250 2 The project road passes through Rohtak and Jhajjar districts of Haryana. Table 0.2: Details of Project District

Name of PWD R.D. (Existing km) Sl. No. Length (km) Districts From To

1 Rohtak 44+800 55+900 11.100 80+250 2 Jhajjar 55+900 24.350 (NH-71 Junction) Total Design Length (km) 35.450

0.2.2 Nodal Points on the Project Road

Barring the built-up locations, agriculture is the predominant land use in some semi-arid areas while it is barren in the arid patches along the road. In the built- up areas both residential and commercial buildings have developed abutting

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the road corridor. The road is entirely in Haryana district. The list and locations of villages / towns noticed along the project road is tabulated in Table 0.3 below: Table 0.3: List of Settlements

Chainage Sl.No. Name of Settlements Length (m) From To 1 Hassangarh 43.6 45.6 2000 2 Sampla 53.3 56.2 2900 3 60.2 61.1 900 4 64.5 68.1 3600

0.2.3 Traffic Volume Based on Preliminary Reconnaissance, the project road was kept as one, traffic homogenous section. The homogenous sections (HS) identified are listed below: Table 0.4: Traffic Indicators Homogenous From km to km Length Total PCUs Remarks section (Design Length) (km) Km. 44+800 to HS-1 35.450 16,588 Rohna to Jhajjar Km. 80+250

The current traffic between Rohna (km 44.800) to Jhajjar (km 80.250) is around 16500 PCUs. Hence the project road is recommended for four lane configuration.

0.2.4 Proposed Developmental Plan/Construction The summary of the cross-section schedule is presented in Table 0.5. Table 0.5: Summary of Development Scheme

Total TCS Description length(m)

TCS 1 Concentric Widening Nil Eccentric Widening Existing Carriageway used in TCS 2 7650 Main Carriageway (LHS) Eccentric Widening with One side (RHS) Service TCS 3 Road Existing Carriageway used in Service Road 5300 (RHS)

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Total TCS Description length(m) Approach Cross Section VUP/ROB/LVUP with Slip TCS 4 12140 Road Approach Cross Section VUP on LHS with Slip TCS 4A 2060 Road Approach Cross Section VUP on RHS with Slip TCS 4B 1020 Road TCS 5 New Alignment 6680 Toll Plaza Proposed Toll Plazas 600 Total Length (m) 35450

0.2.5 Proposed Pavement Main Carriageway – Flexible Pavement

Service Road – Flexible Pavement

Slip Road – Flexible Pavement

0.2.6 Intersections The project road being passing through heavily built-up location at many locations, Flyover and viaduct has been proposed. As such 12 major junctions are identified along the existing alignment, however considering the future growth and proximity to Delhi/NCR in all 14 grade separators are proposed. Many of the grade separators are proposed for the proposed bypass start and end. Table 0.6: Details of grade separators (VUP/Flyovers)

Type of Sr. Existing Proposed Ex Proposed Grade Side Justification No. Chainage Chainage Junction Span Separator Start of 33.000 1. 45800 4 Arm VUP Both 1x12m Hassangarh (SH-20) Bypass Local Road Hassang Connecting to 2. arh 47400 4 Arm VUP Both 1x12m Hassangarh Bypass Villages

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Type of Sr. Existing Proposed Ex Proposed Grade Side Justification No. Chainage Chainage Junction Span Separator End of 35.200 3. 48850 4 Arm VUP Both 1x12m Hassangarh (SH-20) Bypass 40.400 Start of Sampla 4. 54300 4 Arm VUP Both 1x12m (SH-20) Bypass Local Road Sampla 5. 56726 4 Arm VUP Gr 2 Both 1x12m Connecting to Bypass Sampla Villages Sampla 20+2x30 6. 58620 4 Arm Flyover Both NH 10 Crossing Bypass +20m Local Road Sampla 7. 60190 4 Arm VUP Both 1x12m Connecting to Bypass Sampla Villages 47.800 End of Sampla 8. 62350 4 Arm VUP Both 1x12m (SH-20) Bypass Local Road Bhaprod Connecting to 9. 64438 4 Arm VUP Gr 2 Both 1x12m a Bypass Bhaproda Villages 50.440 Flyover End of Bhaproda 10. 65700 3 Arm RHS 1x30m (SH-20) (RHS) Bypass 53.300 Flyover start of existing 11. 68730 3 Arm LHS 1x30m (SH-20) (LHS) Chhara Bypass Existing Local Road 12. Chhara 71130 4 Arm VUP Both 1x12m Connecting to Bypass Chhara Villages 56.200 Flyover end of existing 13. 72030 3 Arm LHS 1x30m (SH-20) (LHS) Chhara Bypass Local Road 14. 63.06 79057 4 Arm VUP Both 1x12m Connecting two Villages

0.2.7 Cross Drainage Works

Following CD works are proposed in the project road.

Major bridge Nil

Minor Bridges 5 nos.

Culverts 41 nos.

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Table 0.7: Summary of improvement of existing culvert & New proposed Total New Type of Culvert Widened Reconstruction (Type of Construction culverts) Hume pipe 0 6 3 9

RCC Slab 6 10 0 16

Box Culvert 0 0 16 16 Total (Proposed 6 16 19 41 Improvements)

0.2.8 Railway Crossing

At 1 place new 4 lane ROB is proposed. Table 0.8: Existing and Proposed ROBs Existing Proposed Sl. Existing Design Structure Span Span Improvement No. Chainage Chainage Type Arrange Arrangement Proposal ment (m) (m) Proposed New 1 Sampla 57+880 ROB NA 30+80+30 Construction Bypass

0.3 PRELIMINARY COST ESTIMATE

The project cost on above items has been worked out for the year 2017-18 based on development proposal of the project corridor. The abstract of the estimate is presented below: Table 0.9: Abstract Cost Estimate by Items – Package 2 (Rs in Crores)

BILL NO DESCRIPTION PKG2 Percent (%)

Bill No 1 SITE CLERANCE AND DISMANTLING 0.37 0.07%

Bill No 2 EARTH WORK 44.18 8.17% GRANULAR SUB-BASE AND BASE Bill No 3 96.62 17.87% COURSES Bill No 4 BITUMINOUS COURSES 107.19 19.83%

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BILL NO DESCRIPTION PKG2 Percent (%)

Bill No 5 CROSS DRAINAGE WORKS 8.08 1.49% BRIDGE'S, UNDERPASS, FLYOVER & Bill No 6 205.28 37.97% ROB ETC. Bill No 7 DRAINAGE AND PROTECTIVE WORKS 54.65 10.11% TRAFFIC SIGNS, MARKINGS AND ROAD Bill No 8 11.14 2.06% APPURTENCES. Bill No 9 MISCELLANEOUS ITEMS 4.51 0.84%

Bill No 10 TOLL PLAZA 8.00 1.48%

Bill No 11 MAINTENANCE 0.55 0.10%

TOTAL CIVIL COST (A) = 540.58 100%

Per km cost (Crore/km) 15.25

0.4 FINANCIAL ANALYSISRESULTS AND ANALYSIS

Based on the project structure traffic study and toll rate analysis, financial feasibility analysis has been carried out as per the methodology outlined in earlier sections. The minimum Equity IRR (Return on Equity) considered for the project is 15%. As per current scenario, existing traffic is low. Financial indicators are presented in Table 0.10 below. Table 0.10: Financial Indicators NPV @ Civil Construction Concessio Return on VGF 12% Cost n Period Equity % (Rs Crore)

540.58 Crores 0% 4.0% Negative (2017-18) 26 Years (Rs 15.25 Crores/km) 40% 9.3% Negative

0.5 RECOMENDATIONS

From the above table it can be concluded that the project is financially Viable on BOT (Toll) basis at 40% VGF (maximum permissible VGF) in 26 years Concession Period. However as per the policy matter Technical (161/2014) dated 24.07.2014, the VGF is restricted to 20%, and hence the project is recommended to be taken up on HAM.

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