pre-feasibility study of uer-ii from kanjhawala road to nh

Pre-Feasibility Study of UER-II from Kanjhawala Road to NH-10 in Delhi

January, 2016

Zonal Development Plan of M-Zone

Constraints Description

Length 6 Km

Shilpa

Gas Agency

0.3 Hectare

Shivani

Farmhouse

0.2 Hectare

Residential

Houses

(340 Nos.)

10.5 Hectare

Schools

(2 Nos.)

0.2 Hectare

Godown (1 No.) 0.7 Hectare

Crossing

of

Delhi-Rohtak

Railway Line

-

Crossing of

NH-10

-

Land

Acquisition

60 Hectare

Master Plan Alignment

Zoomed Plan

Constraints

of Master

Plan

Alignment

Feasible

Solution

Shilpa

Gas Agency

(0.3 Ha)

At-Grade

Road (3 Km)

(Gas Agency

& Farmhouse

shall be

affected)

Shivani

Farmhouse

(0.2 Ha)

Residential

Houses

(340 Nos.,

10.5 Ha)

Tunnel (2 Km)

Schools

(2 Nos., 0.2

Ha)

Godown

(1 No., 0.7 Ha)

Elevated

Road (1 Km)

(Go-Down

shall be

affected).

Crossing

of

Delhi-Rohtak

Railway Line

Crossing of

NH-10


Total Cost Involvement

Length (in

km.)

(B)

Width (in m.)

(C )

Land Acquisition

Structures Affected

Construction Cost

(in crore INR)

(I)

Total Cost Involvement (in crore INR)

(J)=(E+H+I)

Area (Ha)

(D)

Cost(in

croreINR)(E )

No.

(F)

Area (Ha)

(G)

Cost (in

croreINR)(H)

6.0 100 40 296 3 1.2 19 870 1185


Construction Cost

Item Description Length (in km.)

Width (in m.)

Quantity(in sq.

m.)

Rate/km.(INR) Cost (INR)

Elevated Road Structure Part 1 30 30000 65,000 1,95,00,00,000

Tunnel Structure Part 2 30 3,000,000,000 6,00,00,00,000

At-Grade Road

6 Lane MV+2 Lane BRT+2 Lane NMT & Footpath + 4 Lane Service Road= 14 Lane

3 60 250,000,000 75,00,00,000

Total Construction Cost 8,700,000,000

870 Crore



Length 7.4 km.

Shilpa Gas

Agency

0.3 Hectare

Shivani

Farmhouse

0.2 Hectare

Godown

(1 unit)

0.7 Hectare

Crossing of

Delhi-Rohtak

Railway Line

-

Crossing of

NH-10

-

Land

Acquisition

74 Ha

Option-I Alignment

Constraints of

Master Plan

Alignment

Feasible

Solution

Shilpa

Gas Agency

(0.3 Ha)

At-Grade Road

(6.4 Km length,

100m width)

(Gas Agency &

Farmhouse

shall be

affected)

Shivani

Farmhouse

(0.2 Ha)

Godown

(1 unit,

0.7 Ha)

Elevated Road

(1 Km length,

30m width)

(Godown shall

be affected).

Crossing of

Delhi –

Rohtak

Railway Line

Crossing of

NH-10

Option-I Alignment


Length (in

km.)

(B)

Width (in m.)

(C )

Land Acquisition

Structures AffectedConstruction

Cost(in crore INR)

(I)

Total Cost Involvement (in crore INR)

(J)=(E+H+I)Area

(Ha)

(D)

Cost

(in

crore

INR)

(E )

No.

(F)

Area

(Ha)

(G)

Cost

(in

crore

INR)

(H)

7.4 100 74 548 3 1.2 19 355 922

Option-I Alignment

Construction Cost


Width(in m.)

Quantity (in sq.

m.)


Elevated Road Structure Part 1 30 30000 65,000 1,950,000,000

At-Grade Road

6 Lane MV+2 Lane BRT+2 Lane NMT & Footpath + 4 Lane Service Road= 14 Lane

6.4 60 250,000,000 1,600,000,000


355 Crore

Option-I Alignment


Length 7 km.

Shilpa

Gas Agency

0.3 Hectare

Shivani

Farmhouse

0.2 Hectare

Madanpur-

Dabas

Main Road

(2.8 km.)

20m wide

Go-Down (1

No.)

0.7 Hectare

Crossing of

Delhi-Rohtak

Rly Line

-

Crossing of

NH-10

-

Land

Acquisition

42 Ha

Option-II Alignment

Zoomed Plan

Name of

Stretch

Feasible Solution

From

Kanjhawala

Road to

Madanpur

Dabas

Main Road

At-Grade Road (100m width

and 2 Km length)

Shilpa Gas Agency (0.3 Ha)

and Shivani Farmhouse (0.2

ha) shall be affected.

20 Ha land acquisition shall

be required.

Madanpur-

Dabas

Main Road

(20m wide)

-Elevated Road (2.8 Km

length, 24m width) over 40m

wide land.

75 Houses (4.5 Ha) shall be

affected.

5.6 Ha land acquisition shall

be required.

From

Madanpur

Dabas Road

to Delhi-

Rohtak

Railway Line

At-Grade Road (1.2 Km

length, 100m width).


be required.

From Delhi-

Rohtak

Railway Line

to NH-10

Elevated Road (1 Km

length, 30m width) over 40m

wide land.

1 Godown (0.7 Ha) shall be

affected.


be required.

Option-II Alignment

Zoomed Plan

Length (in km.)

(B)

Width (in m.)

(C )

Land Acquisition

Structures AffectedConstruction

Cost(in crore

INR)(I)


(in croreINR)

(J)=(E+H+I)

Area

(Ha)

(D)

Cost

(in

crore

INR)

(E )

No.

(F)

Area

(Ha)

(G)

Cost

(in

crore

INR)

(H)

7.0

40m in 3.8 Km

100m in 3.2 Km

41.6 308 78 5.7 91 821 1220


Option-II Alignment

Construction Cost


Width(in m.)

Quantity (in sq.

m.)


At-Grade Road (KanjhawalaRoad to MadanpurDabas Road)

6 Lane MV+2 Lane BRT+2 Lane NMT & Footpath + 4 Lane Service Road= 14 Lanes

2 60 250,000,000 500,000,000

Elevated Road (Madanpur Dabas Main Road)

Structure Part 2.8 30 84,000 65,000 5,460,000,000

At-Grade Road (MadanpurDabas Road to Delhi-RohtakRailway Line)

6 Lane MV+2 Lane BRT+2 Lane NMT & Footpath + 4 Lane Service Road= 14 Lanes

1.2 60 250,000,000 300,000,000

Elevated Road (Delhi-Rohtak Railway Line to NH-10)

Structure 1 30 30,000 65,000 1,950,000,000


821 Crore

Option-II Alignment

Comparative Statement

Alignment Length

(inkm.)

Width

(in m.)

Land Area to

be acquired

(in hectare)

No. ofAffected

Structures

Cost for Acquisition

of Land and

Compensation for

Structure Demolition(in crore)

Construction Cost

(in crore)

Total Cost

(incrore)

Master Plan

Alignment

6.0 40m (3 km.)100m (3 km.)

40 3 315 870 1185

Option-I 7.4 100m (6.4 km.)40m (1 km.)

74 3 567 355 922

Option-II 7.0 40m (3.8 Km)100m (3.2 Km)

41.6 78 399 821 1220

All Alignments

Conclusion & Recommendations

• Option-I and Option-II alignments are longer than the Master Planalignment.

• Major parts of the Master Plan and Option-II alignments requireelevated road/ tunnel while Option-I alignment may beimplemented as at-grade road with only 1 Km elevated road atDelh - Rohtak Railway line and NH-10 crossing.

• Major parts of the Master Plan and Option-II alignments havewidth limitations while Option-I alignment runs in 100m widthexcept at Delhi - Rohtak Railway line and NH-10 crossing.

• The cost of land acquisition & structure demolition compensationfor Option-I alignment is much more than that of Master Plan andOption-II alignment.

• Master Plan & Option-I alignment affect only 3 existing structureswhile Option-II alignment affects a total of 78 structures.

• Construction cost of Option-I alignment (with the proposedfeasible solution) is only 40% of that of Master Plan and Option-IIalignments.

• Option-I alignment involves minimum cost as compared to costinvolvement in Master Plan and Option-II alignments.

• Considering the factors related to technical feasibility, financialinvolvement, land acquisition, structure demolition, ease ofconstruction etc., Option-I is the best suited alignment forproviding connectivity between Kanjhawala Road and NH-10 andrecommended for consideration as new alignment of UER-II.

pre-feasibility study of uer-ii from kanjhawala road to nh

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