Revised Sch B 2

8/6/2019 Revised Sch B 2

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ANNEXURE I

(REVISED SCHEDULE B)


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Schedule-B - 1Four Laning of Reengsu to Sikar Section of NH-11 from existing chainage km. 298.075 (design chainage Km. 298.075) toexisting chain age 341.047 (design chain age Km. 341.962) ) (design length 43.887 Km.) on BOT (Annuity) project on DBFOTpattern under NHDP Phase III Project

SCHEDULE B

(See Clause 2.1)

DEVELOPMENT OF THE PROJECT HIGHWAY

1. DEVELOPMENT OF THE PROJECT HIGHWAY

Development of the Project Highway shall include construction of the Project

Highway as described in this Schedule-B and in Schedule-C

2. FOUR-LANING

Four-Laning shall include the Four-Lane Project highway as described in

Annex-I of this Schedule-B and Annex-I of Schedule-C.

2.2 Four Laning shall be completed by the Concessionaire in conformity with the

Specification and Standards set forth in Annex-I of Schedule -D


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Annex IDescription of [Four Laning]

1. Width of Carriageway

The paved carriageway width shall be 2x8.75 m wide excluding the median.

2. Project Facilities

Project facilities shall be constructed in conformity with Annex-I of Schedule-C

3. Specifications and Standards

The Project Highway shall be constructed in conformity with the Specifications and

Standards specified in Annex-I of Schedule-D.4. Other Features of four laning

Cross Sections

The Project Highway shall be widened to Four-lane dual configuration with paved

shoulder with or without Service Roads. The entire road portion shall be 4-lane and

the bridges and other structures shall also be 4-lane. The typical cross-section along

with different types of cross section required to be developed in different segments of

the project highway are indicated in Appendix BI.

Alignment Plan and Longitudinal Section

The Plan & Profile of project highway is given at Appendix BII in soft copy.

Bypasses & Realignment

There is one by pass in the project highway. The details of bypass to be provided are

as given in Appendix BIII.

Service Road

Service Roads shall be provided in lengths indicated in Appendix BIV.

Proposed Right of Way

The details of the Proposed ROW are given in Appendix BV.


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At Grade Intersection

At grade intersections shall be provided at the intersection of Service roads and all

intersecting roads at locations specified in AppendixBVI for major intersections and

in Appendix BVII for minor intersections.

Grade Separated Interchanges

The Grade Separated interchanges shall be as provided as given at

Appendix B VIII

Underpasses

Vehicular Underpass shall be provided at location given at Appendix B IX

Pedestrian/Cattle Underpass shall be provided at location given at Appendix B X.

Major Bridges

Major bridge as listed in Appendix BXI shall be provided, widened, reconstructed, or

extended.

Minor Bridges

Minor bridges as listed in Appendix BXII shall be provided, widened, reconstructed,

or extended.

Culverts

Culverts shall be provided, widened, reconstructed, or extended as listed in

Appendix B XIII

ROB / RUB

Details of ROB / RUB to be provided are given in Appendix B XIV. Following points

shall be taken care of:

i) The proposed span arrangements of the ROB is tentative and subject to change as

per availability of Railway boundaries/ requirement of the Railways.

ii) ROB shall be designed, constructed and maintained as per the requirements of

Railway authorities. The construction plans shall be prepared in consultation with the

concerned Railway authority.


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iii) The ROB shall be constructed and maintained by the concessionaire under

supervision of the Railways.

iv) All expenditure related to construction, maintenance and supervision of ROB (except

P & E charges) shall be borne by the Concessionaire.

v) During construction, the existing level crossing shall be widened to 12 meters or two

separate level crossings of 7 meters each shall be provided.

Entry / Exit Ramps and Locations

Entry / Exit Ramps for entering into or exiting from the project highway shall be

provided wherever necessary. A list is given in Appendix B XV.

4.14. Tentative Location of Slope Protection

Wherever the embankment height is more than 3.0m, Slope Protection provision has

been made. A tentative list of such locations is given in Appendix B XVI.

4.15 Utilities

Provision of accommodating utilities shall be made both over as well as underground

wherever required.

4.16 Rainwater Harvesting

As per Ministry of Environment and Forest Notification, New Delhi dated 14.01.1997

(as amended on 13.01.1998, 05.01.1999 and 06.11.2000), the construction of Rain

Water, Harvesting structure is mandatory in and around water crisis area, notified by

the Central Ground Water Board.


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Appendix B ITypical Cross-Sections

Appendix B II

Plan and Profile are enclosed in digital form in CD marked as Appendix B II.

Sl. No

StretchesCross Section

TypeExisting Chainage Design Chainage

From To From To1 298.075 298.350 298.075 298.375 Type-C

2 298.350 302.910 298.225 302.975 Type-A

3 302.910 303.549 302.975 303.615 Type-C

4 303.549 303.786 303.615 303.840 Type-D

5 303.786 304.045 303.840 304.100 Type-C

6 304.045 308.440 304.100 308.500 Type-A

7 308.440 309.265 308.500 309.325 Type-C

8 309.265 311.445 309.325 311.525 Type-A

9 311.445 312.130 311.525 312.200 Type-C

10 312.130 315.450 312.200 315.450 Type-A

11 Palsana Bypass 315.450 316.775 Type-A1

12 Palsana Bypass 316.775 318.000 Type-C1



15 Palsana Bypass 318.876 319.456 Type-F


17 Palsana Bypass 320.875 321.411 Type-F


19 322.025 322.838 323.050 324.188 Type-A

20 322.838 323.738 324.188 325.088 TOLL PLAZA

21 323.738 327.213 325.088 328.661 Type-A

22 327.213 328.054 328.661 329.404 Type-F

23 328.054 328.461 329.404 329.836 Type-C

24 328.461 329.571 329.836 330.911 Type-A

25 329.571 329.701 330.911 331.036 Type-B

26 329.701 330.436 331.036 331.786 Type-A

27 330.436 332.374 331.786 333.724 Type-B

28 332.374 332.998 333.724 334.334 Type-F

29 332.998 333.683 334.334 335.011 Type-D

30 333.683 334.871 335.011 336.186 Type-B

31 334.871 335.071 336.186 336.386 Type-D

32 335.071 335.334 336.386 336.661 Type-C

33 335.334 335.886 336.661 337.211 Type-A

34 335.886 337.071 337.211 338.386 Type-C

35 337.071 338.481 338.386 339.761 Type-A

36 338.481 339.043 339.761 340.356 Type-C

37 339.043 339.397 340.356 340.719 Type-F

38 339.397 341.047 340.719 341.962 Type-A


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Appendix- B III

Details of Bypasses / Realignment

1. Bypass

Name of Bypass Existing Chainage Design Chainage Length

From To From To (Km)

Palsana By-Pass 315.450 322.025 315.450 323.050 7.600

2. Realignment

Name ofRealignment

Existing Chainage Design Chainage Length

From To From To (Km)

NO REALIGNMENT IN THE PROJECT STRETCH

Appendix B IVDetails of Service Roads

Sl.No.

ExistingChainage

Design ChainageLength(Km)

Width(m)

Side Crosssection

TypeFrom To From To

1 298.075 298.348 298.075 298.375 0.300 2x7.00 Both Type-C

2 302.900 304.050 302.975 304.100 1.125 2x7.00 Both Type-C

3 308.420 309.290 308.500 309.325 0.825 2x7.00 Both Type-C

4 311.450 312.165 311.525 312.200 0.675 2x7.00 Both Type-C

5 Palsana Bypass 316.775 318.000 1.225 2x7.00 Both Type-C1

6 Palsana Bypass 318.336 318.876 0.540 2x7.00 Both Type-C1

7Palsana Bypass

318.876 319.456 0.580 2x7.00 Both Type-F

8Palsana Bypass

319.456 320.875 1.419 2x7.00 Both Type-C1

9

Palsana Bypass320.875 321.411 0.536 2x7.00 Both Type-F

10 327.048 327.625 328.086 328.661 0.575 1x7.00 Right Type-C

11 327.625 328.000 328.661 329.036 0.375 1x7.00 Right Type-F

12 327.625 328.265 328.661 329.404 0.743 1x7.00 Left Type-F

13 328.265 328.800 329.404 329.836 0.432 1x7.00 Left Type-C

14 332.815 333.325 333.836 334.334 0.498 2x7.00 Both Type-F

15 333.325 334.010 334.334 335.011 0.677 2x7.00 Both Type-D


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16 335.188 335.363 336.186 336.361 0.175 1x7.00 Left Type-C

17 335.188 335.663 336.186 336.661 0.475 1x7.00 Right Type-D

18 336.120 337.295 337.211 338.386 1.175 1x7.00 Left Type-C

19 336.195 337.295 337.286 338.386 1.100 1x7.00 Right Type-C

20 338.785 339.535 339.761 340.511 0.750 2x7.00 Both Type-C

The total length of Service Road on both side of project highway is 23.350Km.

Appendix B VDetails of Proposed ROW

Sl.No.

Design Chainage Proposed ROW(In meters)

1 298.075 to 324.338 602 324.338 to 324.938 1503 324.938 to 341.962 60

Appendix B VI

Major Intersections

Sl. No.Existing

ChainageDesign

ChainageCategory of

RoadType of

JunctionRemarks

1 340.197 341.211Bituminous

RoadY Junction

As perprovision inmanual for

specificationand

standards for4-laning of

nationalhighways onBOT basis,the junction

warrantsprovision ofinterchange


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Appendix B VII

Minor JunctionsThe carriageway width shall be 3.75 m wide excluding 2x1.0m Earthen shoulder

Sl. No.

Existing

chainage (KM) Category

Carriageway

Width (M)

Side (Left /

Right))

1 298+050 W. B. M Road 3.75 Left

2 298+300 C. C Road 3.75 Right

3 298+325 Bituminous Road 3.75 Left


5 298+750 Earthen Road 3.75 Right


7 299+175 C. C Road 3.75 Right

8 299+300 Earthen Road 3.75

Left9 300+710 Bituminous Road 3.75 Left



12 303+500 C. C Road 3.75 Right

13 305+300 C. C Road 3.75 Left


15 307+150 Earthen Road 3.75 Left

16 308+650 Bituminous Road 3.75 Right


18 309+500 C. C Road 3.75 Left

19 309+750 Gravel Road 3.75 Right


21 311+500Bituminous Road

(PMGSY)3.75 Left

22 311+500Bituminous Road

(PMGSY)3.75 Right


24 314+350 Earthen Road 3.75

Right25 314+500 Earthen Road 3.75 Left





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Sl. No.Existing

chainage (KM)Type of Cross Road

CarriagewayWidth (M)

Side (Left /Right))

29 316+700 C. C Road 3.75 Right

30 318+200 Gravel Road 3.75 Left

31 318+200 Gravel Road 3.75 Right

32 318+650 C. C Road 3.75 Left

33 318+900 C. C Road 3.75 Right

34 319+300 C. C Road 3.75 Left






40 323+125 C. C Road 3.75 Left




44 328+300 C. C Road 3.75 Left



47 329+450 Earthen Road 3.75

Left48 329+950 Bituminous Road 3.75 Left








56 336+200 C. C Road 3.75 Left


58 336+850 C. C Road 3.75 Right

59 337+200 C. C Road 3.75 Right

60 337+450. Earthen Road 3.75 Left


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Appendix B VIII

Details of Proposed Grade Separated Interchanges

Sl.No.

Location

Existing

Chaina

ge

Desig

n

Chaina

ge

Name

of

Intersec

ting

Road

s

Propos

ed

Structu

ral

configuration

Propos

ed

Structure

type

Propos

ed

Span

arrangement

Totalwidth

Ofth

e

structu

re

ClearHe

ight

1At

Gokulpura

340.197 341.211

Connectivity to SikarTown &Sikar

Bikaneersection ofNH11 withnecessary

ramps

New 1x2-Lane(9.0mC/W)

R.C.CGirder& R.CPier &Abutm

entwithPile

2 x21.0m

As perManual

5.5m(Min)

Appendix B IXDetails of Proposed Vehicular Underpasses

Sl.No.

Existing

Chaina

ge

Desig

n

Chaina

ge

Name

of

Intersec

ting

Road

s

Propos

ed

Structu

ral

Configur

ation

Propos

ed

Structu

ral

Type

Propos

ed

Span

Arrangement

Totalwidth

Ofth

e

Structure

ClearHe

ight

1 Bypass 319.186

Gouty VillageRoad &

BolsingpuraVillage Road

New 4-Lane

R.C.C Slabwith R.CAbutment

1 x 10.5 2x12m5.0m(Min)

2 327.725 328.961Sishu Village

Road &Ranoli Market

New 4-Lane


1 x 10.5 2x12m5.0m(Min)

3 333.065 334.011

Khandala

Village Road,Surjabas

Village Road& Ginmata

Mandir

New 4-Lane


1 x 10.5 2x12m5.0m(Min)


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Appendix B X

Details of Proposed Pedestrian / Cattle Underpasses

Sl.No.

Existing

Chain

age

Design

Chain

age

Nam

eof

Interse

cting

Roa

ds

Proposed

Struc

tural

Config

urati

on

Proposed

Struc

tural

Type

Proposed

Span

Arrangeme

nt

Totalwidth

Ofthe

Struc

ture

Cle

ar

Height

1 Bypass 321.425Ladhana

Village RoadNew 4-Lane

R.C.CBox

1 x 4.00 2x12m 4.5m

2 322.962 324.011

KrishnaPuraVillage Road &

Aekha PuraVillage Road

New 4-Lane

R.C.CBox

1 x 4.00 2x12m 4.5m

3 333.268 334.286Goriya Village

RoadNew 4-Lane

R.C.CBox

1 x 4.00 2x12m 3.0m

4 339.515 340.511

SobhasariaEngineeringCollege &

Shree ShyamGreen Cottage

Boys Hostel

New 4-Lane

R.C.CBox

1 x 4.00 2x12m 4.5m

Appendix B XI

A. Construction of New Major Bridges

Sl.No.

Nameof

Bridge

BridgeNo.

Existing

Chainage

Design

Chainage

Typeof

Crossing

Proposed

Structural

Configuration

Proposed

Structure

Type

Proposed

Span

Arrangement

Totalwidth

Ofthe

structure

1 Bridgeon RiverSowaboti

332/1

330.404 331.429 Rightanglecrossing

New 1 x2-Lane

R.C

Abutment,R.C Pier &R.C Girder

5 x 21.00 As perManual


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B. Rehabilitation / Repair / Widening of Existing Major Bridges

Sl.No.

NameofBridge

BridgeNo.

Chainage(Km)

Width(P

roposed/

Existing)

Span

Arran

gement

Type of Structure

FoundationSub

structureSuper

Structure

1

Bridge onRiver

Sowaboti(Existing)

331/1 330.404

8.3/8.325x4.200m

TTL =105.00m

No defectobserved in

visible portionof foundation

Stonemasonrywall typepier & no

defect

R.C.C SolidSlab

superstructureover tar paper

bearing. RepairR.C.C Railing &Expansion joint

Bridge onRiver

Sowaboti(Proposed)

As per

Manual

5x21.00m

TTL =105.00m

R.C.C Pile

Foundation

R.C.C walltype

Abutment& Pier

R.C.C T Beam

* The proposed span arrangement is tentative and the same shall be finalized in consultationwith Irrigation Authority & IC. Any change in span arrangement shall not be treated as changein scope of work.

** Note: Existing Major Bridge at Km 330.404 having 2-Lane carriageway configuration.Another New 2-Lane configuration Bridge adjacent to the Existing Bridge has been proposed.

Appendix B XII

A. Construction of new Minor Bridges

Sl.No.

Nameof

Bridge

BridgeNo.

Existing

Chainage

Design

Chainage

Typeof

Crossing

Proposed

Structural

Configuration

Proposed

Structure

Type

Proposed

Span

Arrangement

Totalwidth

Ofthe

Structure

1

Bridge onWater

LoggedArea

310/1 309.627 309.680

Right

anglecrossing

New 1 x2-Lane

R.C.CSolid Slab& Open

Foundation3 x 7.00

As perManual

2

Bridge onWater

LoggedArea

338/1 335.709 336.721Rightangle

crossing

New 1 x2


Foundation

3 x 7.00As perManual

3

Bridge onWater

LoggedArea

340/1 338.224 339.226

Rightangle

crossing

New 1 x2


Foundation

3 x 7.00As perManual


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B. Rehabilitation / Repair / Widening of Existing Minor Bridges

Sl.No.

NameofBridge

BridgeNo.

Chainage(Km)

Width(P

roposed/

Existing)

Span

Arran

gement

Type of Structure

FoundationSub

structureSuper

Structure

1

(Existing)

310/1 309.627

8.3/8.33x6.90m

TTL =20.700m




defect

R.C.C SolidSlab



(Proposed)

As per

Manual

3x7.00m

TTL =21.00m

R.C.C Open

Foundation

R.C.C walltype

Abutment& Pier

R.C.C Solid

Slab

2

(Existing)

336/1 335.709

8.3/8.33x6.90m

TTL =20.700m




defect

R.C.C SolidSlab



(Proposed)As perManual

3x7.00mTTL =

21.00m

R.C.C OpenFoundation

R.C.C walltype

Abutment& Pier

R.C.C SolidSlab

3

(Existing)

339/1 338.224

8.4/8.43x6.90m

TTL =20.700m




defect

R.C.C SolidSlab



(Proposed)As perManual

3x7.00mTTL =

21.00m

R.C.C OpenFoundation

R.C.C walltype

Abutment& Pier

R.C.C SolidSlab

** Note: Existing Minor Bridges at Km 309.627, Km 335.709 & Km 338.224 having 2-Lanecarriageway configuration. Another New 2-Lane configuration Bridges adjacent to the ExistingBridges has been proposed.


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Appendix B XIIIImprovement proposal for culverts

A. Reconstruction / Widening Scheme for Culverts

Sl.No.

Existing

CDNo.

Existing

Chainage

Design

Chainage

Type of

Structure

Recommenda

tion

Span

Arrangement

Proposed

Total

Width(m)

Existing

Proposed

Existing

(m)

Proposed

(m)

1 300/1 299.046 299.046 Pipe Pipe Reconstruction 2x900 2x1200 4-Lane

2 325/1 324.634 325.681 Slab Slab Widening 1 x 2.0 1 x 2.0 4-Lane3 325/2 324.862 325.908 Slab Slab Widening 1 x 1.729 1 x 2.0 4-Lane4 326/1 325.986 327.030 Slab Slab Widening 1 x 1.85 1 x 2.0 4-Lane5 327/1 326.189 327.230 Slab Slab Widening 1 x 2.0 1 x 2.0 4-Lane

6 331/1 330.875 331.901 Slab Slab Widening 1 x 2.43 1 x 2.5 4-Lane7 332/1 331.158 332.181 Slab Slab Widening 1 x 2.418 1 x 2.5 4-Lane

8 334/1 333.740 334.759 Slab Slab Widening 1 x 3.840 1 x 4.0 28.50

9 335/1 334.546 335.557 Slab Slab Widening 1 x 3.917 1 x 4.0 4-Lane

10 335/2 334.854 335.864 Slab Slab Widening 1 x 3.968 1 x 4.0 4-Lane

11 338/1 337.277 338.284 Slab Slab Reconstruction 1 x 5.517 1 x 6.0 42.00

B. Proposed New Culverts

Sl. No. Existing

Chainage

Design

Chainage

Proposed

Structure

Proposed

Sizearrangement

Proposed

Total width(m)

1 300.540 300.600 Slab 1 x 2.0 4-Lane2 302.558 302.625 Slab 1 x 2.0 4-Lane3 303.190 303.295 Slab 1 x 2.0 4-Lane4 304.040 304.100 Slab 1 x 2.0 42.005 304.807 304.870 Slab 1 x 2.0 4-Lane6 305.093 305.150 Slab 1 x 2.0 4-Lane7 305.465 305.545 Slab 1 x 2.0 4-Lane8 306.045 306.100 Slab 1 x 2.0 4-Lane9 306.465 306.510 Slab 1 x 2.0 4-Lane10 306.890 306.950 Slab 1 x 2.0 4-Lane

11 307.720 307.775 Slab 1 x 2.0 4-Lane12 308.444 308.525 Slab 1 x 2.0 42.0013 311.200 311.200 Slab 1 x 2.0 4-Lane14 311.813 311.847 Slab 1 x 2.0 4-Lane15 312.300 312.325 Slab 1 x 2.0 4-Lane17 313.330 313.350 Slab 1 x 2.0 4-Lane18 By-Pass 315.608 Slab 1 x 2.0 4-Lane19 By-Pass 315.822 Slab 1 x 2.0 4-Lane20 By-Pass 316.186 Slab 1 x 2.0 4-Lane


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21 By-Pass 316.674 Slab 1 x 2.0 4-Lane22 By-Pass 316.931 Slab 1 x 2.0 42.0023 By-Pass 317.211 Slab 1 x 2.0 42.0024 By-Pass 317.637 Slab 1 x 2.0 42.0025 By-Pass 318.736 Slab 1 x 2.0 42.0026 By-Pass 319.461 Slab 1 x 2.0 42.00

27 By-Pass 320.236 Slab 1 x 2.0 42.0028 330.045 331.072 Slab 1 x 2.0 4-Lane29 332.116 333.136 Slab 1 x 2.0 4-Lane30 337.845 338.848 Slab 1 x 2.0 4-Lane31 340.336 341.250 Slab 1 x 2.0 4-Lane32 340.872 341.786 Slab 1 x 2.0 28.50

Details of Culvert for Interchange

CulvertA

-

341.786 (ForMain Road),342.183 (for

Ramp A)

Slab 1 x 2.0 28.50

CulvertB - 342.725 (forRamp B) Slab 1 x 2.0 9.50

CulvertC

-341.825 (forLeft & Rightside Road

Slab 1 x 2.0 4-Lane

CulvertD

-

343.000 (forRamp B),

342.100 (forLeft & Rightside Road

Slab 1 x 2.0 28.50

Appendix B XIV

Details of Proposed ROB / RUB

S.No.

Lo

cation

ROB/RUB

Existing

Chainage/Design

Chainage

Nameof

Crossing

Existing

Structure

Proposed

Structural

Configuration

Proposed

Structuretype

Proposed

span

ar

rangement

To

talwidthof

Th

estructure

NO ROBS / RUBS IN THE PROJECT STRETCH


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Appendix B XV

Entry / Exit Ramps and locations

NO ENTRY & EXIT RAMPS IN THE PROJECT STRETCH

Appendix B XVI

Tentative Location of Slope Protection

Sl. No. LocationDesign Chainage Length

(m)From To

1Near Palsana Village at Palsana By-

Passes 319.900 320.000 100

2Near Palsana Village at Palsana By-

Passes320.300 320.500 200

3 Near Sisio Village 324.200 324.500 300

4 Near Trilokpura Village 331.500 332.100 600

5 Near Malkeda Village 340.900 341.100 100

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