Brief on Project Notesforestsclearance.nic.in/writereaddata/Addinfo/0_0... · 2018-05-09 · 0.3 PRELIMINARY COST ESTIMATE ... Summary of improvement of existing culvert & New proposed

Redesigning, Rehabilitation, and Upgradation to four lane configuration & strengthening of UP/ HaryanaBorder-Sonipat-Rohtak 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-Jhajjar) is start from Design km 0.000(existing km 56.560 of SH-10) in Sonipat district and end at Design km 80.250 (existing km 64.150 ofSH-20) Jhajjar Distrct of Haryana state. Project is divided into two package: Package-I (Up/HaryanaBorder- 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 ofSonipat Forest Division (Design km 0.000 to Design km 45.280), Rohtak Forest Division (Design km45.280 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

Forest Division Forest land (to bediverted in Ha.)

Non forest landto (be acquired

in Ha.)Sonipat 46.2094 211.1973Rohtak 6.4025 104.5386Jhajjar 17.1012 114.8064

69.7131 430.5423

Packages wise brief notes on project is presented in subsequent sections

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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)

Revision No. R0 Page | 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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Revision No. R0 Page | 2

Project Notes

0.1 PROJECT BRIEF

Project highway starts from km 0+000 from Yamuna 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

Sr.

No

Type of

Existing

segment

Design

Chainage

Length

(Km)

Existing

Chainage Remarks

0 SH-11

0.0 10.4

56.57 Start of PR

1. 10.4 67.00

2. New

alignment 12.0 1.6 - No KMS

3. Huda Road 16.6 4.6 - No KMS

4. New

alignment

25.480/

29.800 8.88 18.6

Break

Chainage

5. SH-20 44.800 15.0 31.971 End of

Package 1

The project road passes through Sonepat and Rohtak districts of Haryana.

Table 0.2: Details of Project District

Sl. No. Name of

Districts

Design Chainage Length (km)

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

Sl.No. Name of Settlements Chainage

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

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

TCS Description Length

km

TCS 1 Concentric widening with Toe Wall High Embankment 3m to

5m (Flood Inundation zone of Yamuna River) 2470

Homogenous

section

From km to km

(Design Length)

Length

(km)

Total PCUs Remarks

HS-1 Km. 0+000 to Km.

44+800 40.480 18,155

UP/ Haryana

Border(Sonepat)

to Rohna

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TCS Description Length

km

TCS 2 Concentric Widening 1970

TCS 2A Eccentric Widening Existing Carriageway used in Main

Carriageway (LHS) 400

TCS 2B Eccentric Widening Existing Carriageway used in Main

Carriageway (RHS) 2270

TCS 3A Eccentric Widening with One side (LHS) Service Road

Existing Carriageway used in Service Road (LHS) 1060

TCS 3B Eccentric Widening with One side (RHS) Service Road

Existing Carriageway used in Service Road (LHS) 1220

TCS 3C Eccentric Widening with One side (RHS) Service Road

Existing Carriageway used in Service Road (RHS) 3600

TCS 3D Eccentric Widening with One side (RHS) Service Road

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

TCS 6 Concentric Widening with Service Road & Footpath in urban

section (Existing Road/Carriageway of Sector Road) 2460

TCS 7 Approach to Structure with one side service Road and one

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 Delhi/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)

Sr.

No.

Existing

Chainage

Proposed

Chainage

Ex

Junction

Type of

Grade

Separator

Side Proposed

Span Justification

1. 63.325

(SH-11) 6700 3 Arm

Flyover

(LHS) LHS 1x30m

Proposed

Institutional area

on LHS

2. Khewra

Bypass 8330 4 Arm VUP Gr 2 Both 1x12m

Local Road

Connecting to

Khewra Villages

3. 67.000

(SH-11) 10370 4 Arm Flyover Both 1x30m

Factory and

CRPF Camp,

4. Bahalgarh

Bypass 11973 4 Arm Flyover Both

20+2x40+

20m

NH-1 Crossing ;

Skew (HT Tower)

5. Sector

road 14497 4 Arm Flyover Both 2x20m

Sector Road,

Staggered Jun.

6. Sector

road 16600 3 Arm Flyover Both 2x20m

Flyover crossing

Narela Road

7. Sonepat

Bypass 17155 4 Arm VUP Both 1x12m VUP

8. Sonepat

Bypass 19520 4 Arm VUP Both 1x12m Extending to SH

9. Sonepat

Bypass 22350

Twin

Canal Flyover Both

1x100

(Biostring) Over twin Canal,

10. Sonepat

Bypass 23945 4 Arm VUP Both 1x12m VUP

11. 25.675

(SH-20) 35975 3 Arm

Flyover

(RHS) RHS 1x30m

Start of

kharkhoda

bypass

12.

Existing

Kharkhoda

Bypass

37717 4 Arm Flyover Both 2x30m

SH 18 Crossing,

60m opening on

KMP

13.

Existing

Kharkhoda

Bypass

39449 4 Arm VUP Both 1x12m End of Kharkhoda

Bypass

14. 29.500

(SH-20) 41935 3 Arm

Flyover

(RHS) RHS 1x30m

Start of Rohna

Bypass

15. 31.000

(SH-20) 43850 3 Arm

Flyover

(RHS) RHS 1x30m

End of Rohna

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

Type of Culvert Widened Reconstruction New

Construction

Total

(Type of

culverts)

Hume pipe 0 0 4 4

RCC Slab 2 0 0 2

Box Culvert 0 11 13 24

Total (Proposed

Improvements) 2 11 17 30

0.2.8 Railway Crossing

4-lane ROB is proposed at Sonepat bypass.

Table 0.8: Proposed ROBs

Sl.

No.

Existing

Chainage

Design

Chainage

Structure

Type

Existing Span

Arrangement (m)

Proposed Span

Arrangement (m)

1

Proposed

Sonepat

Bypass

17+453 ROB NA 30+80+30

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)

BILL NO DESCRIPTION PKG1 Percent

(%)

Bill No 1 SITE CLERANCE AND DISMANTLING 0.67 0.1%

Bill No 2 EARTH WORK 61.56 9.4%

Bill No 3 GRANULAR SUB-BASE AND BASE

COURSES 111.80 17.0%

Bill No 4 BITUMINOUS COURSES 123.69 18.9%

Bill No 5 CROSS DRAINAGE WORKS 6.51 0.99%

Bill No 6 BRIDGE'S, UNDERPASS, FLYOVER & ROB

ETC. 248.55 37.9%

Bill No 7 DRAINAGE AND PROTECTIVE WORKS 76.54 11.7%

Bill No 8 TRAFFIC SIGNS, MARKINGS AND ROAD

APPURTENCES. 13.56 2.07%

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

Civil Construction

Cost

Concession

Period VGF

Return on

Equity %

NPV @

12%

(Rs Crore)

654.5 Crores

(2017-18) 26 Years 0% 8.0% Negative

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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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Consultancy Services for Preparation of Feasibility Study/ DPR for redesigning,rehabilitation and up-gradation to four lane configuration & strengthening ofRohna – Jhajjar Section of New NH-334B in the State of Haryana (Package-II)

Revision No. R0 Page | i

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 ..................................................................................... 2Table 0.2: Details of Project District .................................................................................................... 2Table 0.3: List of Settlements ................................................................................................................ 3Table 0.4: Traffic Indicators .................................................................................................................... 3Table 0.5: Summary of Development Scheme ............................................................................... 3Table 0.6: Details of grade separators (VUP/Flyovers) ............................................................... 4Table 0.7: Summary of improvement of existing culvert & New proposed......................... 6Table 0.8: Existing and Proposed ROBs ............................................................................................ 6Table 0.9: Abstract Cost Estimate by Items – Package 2 ........................................................... 6Table 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 Length35.450km). The proposed development including its cost and financial analysisis 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 andends at Km 80.250 (Design Length = 35.450km). Project Highway comprisessegments of SH 20. The details and length of different segment as per of theproject highway is presented below.

Table 0.1: Project Road Existing Segments

Sr.No

Type ofExistingsegment

ExistingChainage

DesignChainage

Length(Km) Remarks

1 SH-2031.971 44.800

35.450

Start ofPackage 2

64.15 80.250 End of Package2

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

Sl. No. Name ofDistricts

PWD R.D. (Existing km)Length (km)

From To

1 Rohtak 44+800 55+900 11.100

2 Jhajjar 55+900 80+250(NH-71 Junction) 24.350

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 somesemi-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 locationsof villages / towns noticed along the project road is tabulated in Table 0.3below:

Table 0.3: List of Settlements

Sl.No. Name of SettlementsChainage

Length (m)From To

1 Hassangarh 43.6 45.6 20002 Sampla 53.3 56.2 29003 Bhaproda 60.2 61.1 9004 Chhara 64.5 68.1 3600

0.2.3 Traffic VolumeBased on Preliminary Reconnaissance, the project road was kept as one, traffichomogenous section. The homogenous sections (HS) identified are listedbelow:

Table 0.4: Traffic Indicators

The current traffic between Rohna (km 44.800) to Jhajjar (km 80.250) is around16500 PCUs. Hence the project road is recommended for four laneconfiguration.

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

TCS Description Totallength(m)

TCS 1 Concentric Widening Nil

TCS 2 Eccentric Widening Existing Carriageway used inMain Carriageway (LHS) 7650

TCS 3Eccentric Widening with One side (RHS) ServiceRoad Existing Carriageway used in Service Road(RHS)

5300

Homogenoussection

From km to km(Design Length)

Length(km)

Total PCUs Remarks

HS-1 Km. 44+800 toKm. 80+250 35.450 16,588 Rohna to Jhajjar

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TCS Description Totallength(m)

TCS 4 Approach Cross Section VUP/ROB/LVUP with SlipRoad 12140

TCS 4A Approach Cross Section VUP on LHS with SlipRoad 2060

TCS 4B Approach Cross Section VUP on RHS with SlipRoad 1020

TCS 5 New Alignment 6680

Toll Plaza Proposed Toll Plazas 600

Total Length (m) 35450

0.2.5 Proposed PavementMain 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 manylocations, Flyover and viaduct has been proposed. As such 12 major junctionsare identified along the existing alignment, however considering the futuregrowth and proximity to Delhi/NCR in all 14 grade separators are proposed.Many of the grade separators are proposed for the proposed bypass start andend.

Table 0.6: Details of grade separators (VUP/Flyovers)

Sr.No.

ExistingChainage

ProposedChainage

ExJunction

Type ofGrade

SeparatorSide Proposed

Span Justification

1. 33.000(SH-20) 45800 4 Arm VUP Both 1x12m

Start ofHassangarh

Bypass

2.Hassang

arhBypass

47400 4 Arm VUP Both 1x12m

Local RoadConnecting to

HassangarhVillages

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Sr.No.

ExistingChainage

ProposedChainage

ExJunction

Type ofGrade

SeparatorSide Proposed

Span Justification

3. 35.200(SH-20) 48850 4 Arm VUP Both 1x12m

End ofHassangarh

Bypass

4. 40.400(SH-20) 54300 4 Arm VUP Both 1x12m Start of Sampla

Bypass

5. SamplaBypass 56726 4 Arm VUP Gr 2 Both 1x12m


Sampla Villages

6. SamplaBypass 58620 4 Arm Flyover Both 20+2x30

+20m NH 10 Crossing

7. SamplaBypass 60190 4 Arm VUP Both 1x12m


Sampla Villages

8. 47.800(SH-20) 62350 4 Arm VUP Both 1x12m End of Sampla

Bypass

9. Bhaproda Bypass 64438 4 Arm VUP Gr 2 Both 1x12m


BhaprodaVillages

10. 50.440(SH-20) 65700 3 Arm Flyover

(RHS) RHS 1x30m End of BhaprodaBypass

11. 53.300(SH-20) 68730 3 Arm Flyover

(LHS) LHS 1x30m start of existingChhara Bypass

12.ExistingChharaBypass

71130 4 Arm VUP Both 1x12mLocal Road

Connecting toChhara Villages

13. 56.200(SH-20) 72030 3 Arm Flyover

(LHS) LHS 1x30m end of existingChhara Bypass

14. 63.06 79057 4 Arm VUP Both 1x12mLocal Road

Connecting twoVillages

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

Type of Culvert Widened Reconstruction NewConstruction

Total(Type ofculverts)

Hume pipe 0 6 3 9

RCC Slab 6 10 0 16

Box Culvert 0 0 16 16

Total (ProposedImprovements) 6 16 19 41

0.2.8 Railway Crossing

At 1 place new 4 lane ROB is proposed.

Table 0.8: Existing and Proposed ROBs

Sl.No.

ExistingChainage

DesignChainage

StructureType

ExistingSpan

Arrangement (m)

ProposedSpan

Arrangement(m)

ImprovementProposal

1Proposed

SamplaBypass

57+880 ROB NA 30+80+30 NewConstruction

0.3 PRELIMINARY COST ESTIMATE

The project cost on above items has been worked out for the year 2017-18based on development proposal of the project corridor. The abstract of theestimate 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%

Bill No 3 GRANULAR SUB-BASE AND BASECOURSES 96.62 17.87%

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%

Bill No 6 BRIDGE'S, UNDERPASS, FLYOVER &ROB ETC. 205.28 37.97%

Bill No 7 DRAINAGE AND PROTECTIVE WORKS 54.65 10.11%

Bill No 8 TRAFFIC SIGNS, MARKINGS AND ROADAPPURTENCES. 11.14 2.06%

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, financialfeasibility analysis has been carried out as per the methodology outlined inearlier sections. The minimum Equity IRR (Return on Equity) considered for theproject is 15%. As per current scenario, existing traffic is low. Financialindicators are presented in Table 0.10 below.

Table 0.10: Financial Indicators

Civil ConstructionCost

Concession Period VGF Return on

Equity %

NPV @12%

(Rs Crore)

540.58 Crores(2017-18)(Rs 15.25

Crores/km)

26 Years0% 4.0% Negative

40% 9.3% Negative

0.5 RECOMENDATIONS

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

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Documents

Brief on Project Notesforestsclearance.nic.in/writereaddata/Addinfo/0_0... · 2018-05-09 · 0.3 PRELIMINARY COST ESTIMATE ... Summary of improvement of existing culvert & New proposed