detail project report - gride · maruti suzuki india limited dy. general manager (logistics...

Maruti Suzuki India LimitedDy. General Manager (Logistics Department) Gurgaon

Detail Project ReportPrivate Railway Siding from Bechraji Station to Suzuki

Motor Gujarat (SMG) In-Plant

Name of WorkPreparation & Submission of Detailed Project Report for Maruti Suzuki India

Limited, Gurgaon Private Railway Siding from Bechraji Station to SMGCampus.

Work Order No. MSIL/Logistics/18-19/127

Name of Consultant

Bhajan InfraTech Construction1003/B, Jolly Enclave,

Nr. Varachha (E) Zone office,L. H. Road, Surat – 395006.

+91-9725001300

Bhajan InfraTech Construction

Bhajan InfraTech Construction 1003/B, Jolly Enclave, Opp. Panchvati Wadi, Nr. Zone (E) Office, L.H. Road, Surat-06. Office: +91-97 2500 1300 Visit us: www.BhajanEC.com E-Mail: [email protected].

Chapter – I

About Project

1. Introduction

Suzuki Motors Gujarat (SMG) Hansalpur village, Becharaji, Gujarat is a unit of

Japanese automaker Suzuki Motor Corp. which has 56% stake in Maruti Suzuki India

Limited (MSIL), India's largest carmaker. With this project, Suzuki's total investment in

SMG will increase to Rs. 5800 Crores.

SMG is setting up a plant for manufacturing of automobiles in demand such as the

Baleno and Vitara Brezza to support Maruti Suzuki's Gurgaon Plant and lighten the

constraints. MSIL proposes to have rail connectivity to the plant at Becharaji to dispatch

automobiles to various destinations.

MSIL has appointed Bhajan InfraTech Construction, 1003/B, Jolly Enclave, Opp.

Panchvati Wadi, Nr. Varachha (E) Zone office, L.H.Road, Surat, Gujarat – 395006 as a

Consultant for Detailed Project Report for proposed railway siding for Suzuki Motors Plant at

Hansalpur, Becharaji, Gujarat vide their letter No. MSIL/Logistics/18–19/127 dated 29th

August, 2018 enclosed as ANNEXURE I.

SMG's Becharaji site was inspected by Bhajan team along with SMG officials more

than four times. Based on Site Survey, the data provided by SMG, G-RIDE & Western

railway and consecutive meeting with government authorities, this DPR has been prepared.

2. Proposed Traffic

The SMG automobile plant at Becharaji is starting with capacity to manufacture

2,50,000 units of automobiles per year beginning from the year 2017. There is provision for

expansion in subsequent year. SMG proposes to dispatch by rail 60,000 to 1,00,000 units per

annum in initial year with expansion of production capacity and corresponding increases in

rail dispatches. The automobiles are transported in block rakes utilizing special type of

wagons called BCACM/ BCACBM (Bi-level Auto Car Modified) which are of two types

described below:



Twin Decker Car rakes - BCACM.

Flexi Deck Auto Wagon rakes - BCACBM.

Twin Decker Car Rakes can carry 265 units per rake and for dispatching 100000 units

in a year 377.35 number of rakes are required which works out to be 1.03 rakes per day. Flexi

Deck Auto Wagon rake can carry 300 units per rake (depending on model mix) and for

dispatching 100000 units in a year 315 number of rakes are required which works out to 1

rake per day. No incoming traffic for the raw materials has been envisaged at this stage. It is

estimated that one rakes per day is the requirement from the traffic projections. To handle this

traffic 2 loading lines with end ramps connected to an engine run down line are proposed.

These 3 lines will be supplemented with a brake van reversal siding, sick line, in motion

Weigh Bridge and accommodation for commercial staff of Railway. This proposed private

siding of SMG will be connected to IR system at Becharaji Railway Station on Ranuj end.

These facilities are minimum requirement with increase in volumes (up to 3 rakes / day),

future expansion will be carried out as a separate scheme. The proposals are shown in the

attached drawing set.

3. Location of Plant Site & Existing Rail Network

1) The SMG automobile manufacturing plant is located at 72° 01' 42" E latitude and 23°

29' 52" longitude in the village limits of Hansalpur.

2) This site is 3.0 kM to the north of Becharaji Township and the nearest railway station

is Becharaji. Railway station on the single section of Kalol – Ranuj branch line

in jurisdiction of Ahmedabad division of Western Railway.

3) Conversion of the Katosan Road – Chanasma(51.72Kms) Metre gauge section to

Broad gauge Section has been sanctioned by Railway Board vide Memorandum

no.2018/JV/DPR of Katosan Rd- Becharaji. New Delhi. Dt.18-10-2018 with

sanctioned cost of Rs. 403.72 Crores. Similarly Conversion of the Chenesma- Ranuj

(12.84Kms) Metre gauge section to Broad gauge Section has been sanctioned by

Railway Board vide Memorandum no.2018/JV/DPR of Katosan Rd – Becharaji. New

Delhi. Dt.18-10-2018 with sanctioned cost of Rs. 107.72 Crores.

4) Ahmedabad division System map is attached with drawing set. The location of plant

is marked therein.



5) Becharaji Railway Station is situated on the Kalol - Katosan Road - Chanasma -

Ranuj single line section at chainage 62.28 kM.

6) The ruling gradient of this section is 1 in 200.

7) Becharaji station is a 'B' class station. It is being converted into Broad Gauge. The

proposed layout/ ESP of the Becharaji Broad Gauge station as a 'B' class station is

enclosed.

8) The Proposals as per new Becharaji station (BG conversion)

i) One main line of CSR 750m

ii) Three loop lines of CSR 750m

iii) Two track machine Siding of CSR 300m.

iv) Both Direction Crossover Connectivity are provided from the main lines to

all the loop lines.



Chapter – II

Scope of Services

MSIL has appointed Bhajan InfraTech Construction, 1003/B, Jolly Enclave, Opp.

Panchvati Wadi, Nr. Varachha (E) Zone office, L.H.Road, Surat, Gujarat – 395006 (Regd

Add: FF/01, Maurya Arcade, Near HCG Cancer Hospital, Science City Road, Sola,

Ahmedabad, Gujarat – 380060) as a Consultant for Detailed Project Report for proposed

railway siding for Suzuki Motors Plant at Hansalpur, Becharaji, Gujarat vide their letter No.

MSIL/Logistics/18–19/127 dated 29th August, 2018 enclosed as ANNEXURE I. Following

are the scope of work for Bhajan InfraTech Construction, Ahmedabad for the proposed siding

of Maruti Suzuki India Ltd. at Becharaji Plant.

Schedule: A) Field Survey Work, Marking of MSIL siding Alignment and

Preparation of ESP Drawings:

1) Marking of Alignment on Latest Satellite Imaginary showing multiple routes on

best quality paper and all concerned details shall be clearly readable.

2) Carrying out Final Location Survey for the approved alignment including marking

of the alignment on Ground by actual field survey using Total Station, DGPS and / or

other advanced Survey Instruments, pegging, marking chainages etc. complete at

required interval as directed by Engineer-in Charge including all labour & material

etc. complete.

3) Making detailed L section and detailed plan i.e. project sheet by recording ground

levels / features using automatic leveling instruments / plain tabling or other advanced

survey instruments, along the center line of demarcated proposed alignment at 20m

intervals, as per site conditions, including ground levels across the center line of the

alignment on either side at proposed top edge and toe of bank and bottom edge and

top edge of cutting sections, and further up to 20m from the toe of bank or top edge of

cutting.



4) Preparing Station yard / Level Crossing Plan of the area up to 100m on either side

all along the proposed alignment by plain tabling or other suitable system using

advanced survey instruments for a length of Minimum 100 m from the center line of

Station Building for proposed Station Yards as per following classifications:

a. 'B' - Class station up to 3 Lines.

b. 'B' - Class stations more than 3 lines.

c. 'D' - Class stations.

d. Level Crossings.

5) Site selection and demarcation of required water way and configuration of spans

for major bridges and important bridges including taking levels for profile of stream

bed, along the main stream on upstream and downstream side, computation of

catchment area of the stream, collection of hydrological data, hydrological calculation

as per sub structure code / RDSO guidelines for deciding waterway for bridges,

including computation of Scour Depth and preparation of GAD plans for bridges etc.

complete.

6) Investigation of Minor Bridges i.e. traversing for catchment area of the stream,

collection of all relevant hydrological data etc. complete including hydrological

calculations for deciding water way for the bridges.

7) Submission of project report for final location survey and detailed estimate as

described in special conditions.

Schedule: B) Land Acquisition Proposal:

1) Preparation and submission of Land Acquisition Proposals based on approved L-

Section for the finally approved alignment, computing the land width required to be

acquired at various Chainage all along the alignment as per provisions and guidelines

in Engineering Code and also keeping provision for service road and plots for

stacking of ballast showing all the required details viz. proposed alignment, survey

plots, survey numbers / khasra number, name of owner of land, name of village etc.

complete as directed by Engineer in Charge and submitting required number of hard

copies for further processing of Land Acquisition proposal in Revenue Department



along with all relevant papers / proposals in prescribed format of Revenue Department

up to the stage of deciding compensation to the individual party.

Note:

I. The rates are including the cost of all materials, labour, stationery etc complete.

II. Supplying village map in original four copies / or as required of each.

III. Supplying of 7/12 documents in original in four copies or as required of each.

IV. Assessment, valuation and submission of details of

i. Existing Govt. / Pvt. Structures coming within proposed alignment and

land boundary like buildings, complete.

ii. Open / Tube well, pump house, irrigation pipe line etc.

V. The contractor is also required to keep close coordination with revenue

department for collecting relevant documents / records in connection with land

acquisition proposals and also during the course of demarcations of land

boundary on maps as well as on ground.

Schedule: C) Geo-Technical Investigation and Soil Exploration:

1) Geo-Technical Investigation and Soil Exploration work as per IS 2720 Code

including subsequent parts and various relevant IS code to check the soil parametres

at various depth including all tests i.e. Sieve analysis, hydrometre analysis, natural

moisture contents by oven drying method, natural density, specific gravity, attenberg's

limits (Liquid, Plastic, shrinkage limits), consolidation tests and determination (void

ratio, coefficient of consolidation and permeability) etc. as directed by Engineer in

Charge.

2) Preparation and submission of detailed LWR plan tracing on computer in Auto CAD

including relevant details as per standard notations and practices of Railways as

directed by Engineer in Charge.

Schedule: D) GAD & Bridge Design:

1) Preparation of design and drawings of various types of bridges such as important,

major, minor, RUBs etc as directed by the Engineer in Charge and as per standard or

latest norms of Railways. The following activities shall be done:

a. Important and Major Bridges.



2) Structural design of foundation and sub structure of bridges including preparation and

submission of detailed drawings for the structural design to be done to suit 25 Ton -

2008 standard of loading as applicable to decide proposed foundation of abutment,

piers (including protections works, if required, and excluding superstructure.)

complete as per note below.

3) Structural design of foundation, sub structure and super structure of bridges including

preparation and submission of detailed drawings for the structural design to be done

to suit Road Under Bridge as per IRC code as applicable to decide proposed

foundation of abutment, piers and super structures complete as per note below.

4) Preparation and submission of final drawings for minor bridges indicating details of

bridges to suit 25 ton loading and necessary design calculations.

a. Span having 3 m and above.

b. Span having below 3m



Chapter – III

Construction & Execution

1. Connectivity to Indian Railway System

The SMG plant is located at Hansalpur, to the south of Katosan Road to Chanasma

railway line of Western Railway. The nearest Railway station is Becharaji. The connectivity

at Becharaji is shown in attached drawing set, the structural requirements for the siding is

indicated in drawing.

2. Standards of Construction

a. Category of line: The siding will be in the category of "Private Siding".

b. Siding:

The siding will be constructed to Broad Gauge standards 1676 mm.

The proposed siding will be constructed conforming to the schedule of

dimensions – 2014 for Broad Gauge of Indian Railways to suit 25 KV AC

traction with up to data correction Slip No. 16 dated: 12.05.2015

c. Standards for Permanent Way:

As per the specifications stipulated by the Railway Board in the Permanent Way

Manual Para No.244 and 248 with C.S nos. 117, 126 and 129 for provision of

private sidings.

d. Rails (in accordance with C.S No. 129 of IRPWM):

Lead line and in Plant Layout : 60 kg rails (90-UTS) 1st Quality.

e. Sleepers (in accordance with C.S No. 117 of IRPWM):

Lead line and in Plant Layout: 60 Kg PSC sleepers 1660 nos. per km.

f. Ballast (in accordance with C.S No. 126 of IRPWM):

Minimum ballast cushion for all line shall be 350mm

g. Points and crossings:



1 in 12 in station yard: 60 kg

All with curved switches and CMS crossings on PSC turnout sleepers in fan

shaped type.

h. Speed Potential: The siding will be designed for speed up to 60 Kmph.

i. Ruling Gradient: A ruling gradient of not steeper than 1 in 200 is proposed. And

level gradient is proposed for the depot yard.

j. Curves: Maximum of 6° curvatures is provided in the proposed siding where check

rails also will be provided.

k. Formation: Formation width 7.85 m in bank for single line with 2:1 side slopes is

proposed. The embankment built will be done as per RDSO specification no. GE-

14. Unloading area of SMG plant has been proposed on concrete paved track.

l. Loading Standards: All bridges and culverts /will be built to Heavy Mineral Class

Loading Standard of loading with maximum axle load of 25 tonnes.

m. Fixed Structure Clearances: All fixed structures provided on the siding shall have

clearances conforming to the recommended schedule of dimension of Indian Railways

to suit 25 KV AC Traction.

3. Alignment of SMG Lead Line and in plant arrangements:

The Alignment along With In-Plant Arrangement Submitted under FSR had been

reviewed and considering optimized alignment proposed in the DPR. Technical comparisons

of old alignment and new alignment are as follows;

Points of Comparison FSR Alignment New Alignment Total Track Length 4320.00m 3511.50m Passes through EHV Tower (66Kv) Yes Yes EHV Line Infringement In-Plant Location No No Distance between track(Main Line) and In-Plant Boundary

133.68m 77.00m

Vacant Land between track & In-Plant Boundary large Optimized No. of Curves 3 2 Provision of Weigh Bridge In-Plant Location Before entry into In-Plant Route of Alignment passes near Electric Sub Station Nearer Far Away

It could be concluded that the new alignment is much more cost effective and

technically feasible based on above comparison table.



There is one obstructions are on the proposed alignment as mentioned below;

1. Approximately 3M Depth of Pond is located nearby the take off point at

Chainage 700.00m

a. Power line Crossings in The Alignment:

a.a 11Kv LT Crossing to be Modified:

No. Chainage 1 123.92 2 486.63 3 763.93 4 1232.68 5 1458.47 6 1481.98 7 2410.82

a.b EHV Line Crossing (66Kv) to be modified:

One Elevated High Voltage (EHV) Line crosses the track alignment. It crosses

outside the campus at chainage 1796.50m. There is requirement for increase in

conductor’s height to meet the railway SOD standards. Attached drawing shows details

drawing of EHV Line crossings.

Location Grid Chainage

(m) KV

Height from Rail top (m)

Distance from Centre Line (m)

Height of Tower (m)

Outside Campus Hansalpur –

Becharaji 1796.50 66 7.56 7.18 / 181.30 25.00 / 23.00

This EHV Line gets infringed as per required dimensions of SOD of Railway

Standards. This EHV line has to be elevated or made under grounded.

b. Electrified Traction Requirement:

I. All operations from Becharaji station to SMG Campus would be Pushing method

only.

II. All operations from SMG Campus to Becharaji station would be Pulling methods



only.

III. Whole private siding is partially electrified. OHE mast would be erected up to FM

point of the Loading Platform at Ch: 2721.33m. Whole loading platform is non-

electrified beyond FM point Ch: 2721.33m because of the following reasons;

a. Human safety reasons

b. Container handling

IV. BV siding/ parking is fully electrified to have complete engine movement during the

required shunting operations.

Merits of Partially Electrified Traction

1) Current DPR has considered Partial electrified traction siding for SMG Gujarat

campus.

2) Container handling is not possible in case of fully electrified section

3) Human safety violation during vehicle loading procedure

4) Operation cost for electrified siding is only electric power consumption.

Demerits of Fully Non–Electrified Traction Siding

1) There is requirement of Diesel Engine for shunting operation, Loco shed for

Maintenance and fuel tank for diesel engine, if the line is not fully electrified.

2) All Trains are parked at Becharaji station and SMG is liable for loading and

unloading of train from Becharaji station.

3) The cost of maintenance and operation for non-electrified siding is much higher

than the cost of initial erection cost of the electrification of siding.

c. Cross over & Points:

1) There are 6 no. of cross overs are provided. 2 at Becharaji station and 4 are inside

SMG In-Plant. All cross overs are 1:12 points having 60kG track.



4. Civil Engineering

Becharaji Railway Station is a serving Station for the proposed Siding. Becharaji is a

crossing station with two passenger loops lines, one Common loop line and with one main

line is shown in attached drawing set. The proposed siding is take-off from Chainage

0.00m/26254.797(from Katosan Road) from loop line no.1. The distance/ track length

between lead line/ dead end from take-off point and plant boundary is 2424.87m. Outside

campus track length comprises of two simple curve having 6.364° and 4.8°. Length of curves

are 660.908m and 364.58m respectively. The total distance/ track length of siding is

3511.50M. Overall 4 level crossings fall in this length where Low Height Sub–way (LHS) are

proposed. There is one natural drain/ Nalla crosses one small irrigation canal in this lead line.

Proposed take-off arrangements from Becharaji Railway Station to SMG plant is shown in

attached drawing set.



a. Railway Bridges & LHS:

4 no. of Level crossings fall in the proposed alignment length where Low Height

Sub–way (LHS) are proposed. Hence total 3 – Bridge and 4 – LHS has been proposed in new

alignment of SMG Campus siding from Becharaji Station to SGM Campus. Purpose of all the

bridge are different as per the requirement and condition of site. There will be no Surface

level Crossing on this siding.

Location at Bridge No.-5(Animal Way)

Railway Structure

No. Chainage

(m) Bridge Type

Span Purpose

Bridge Br No. 1 255.62 Pipe Bridge 2 x 1.2 Dia. Sub-Minor Canal LHS Br No. 2 466.48 RCC Box 3 x 3.66 Approach Road LHS Br No. 3 1224.00 RCC Box 5.638 x 4.5 Village Road LHS Br No. 4 1462.50 RCC Box 5.638 x 5.0 Village Road

Bridge Br No. 5 1750.00 RCC Box 6 x 3.42 Balancing Culvert/

Animals Way Bridge Br No. 6 2030.65 RCC Box 6 x 3.18 Natural Drain LHS Br No. 7 2421.36 RCC Box 6 x 4 Approach Road



b. Curves:

The new alignment has Four no. of curves. Two curves are provided in the Siding

lead line portion up to entry of In plant yard duly maintain the minimum clearance from the

nearest Electric substation and minimize the vacate land inside the SMG In Plant Yard as

shown in the drawing of alignment.

Two turn in curves are provided inside of the In Plant yard to facilitate BV Siding and

Sick line.

Lead Line Curves:

Curve No.

R or L

Radius &

Degree

Deflection Angle

Tangent Length

Curve Length

Transaction Length

Design Speed

Remark

1 L 275.00 (6.364˚)

137˚ 41' 57"

710.816 660.908 30.00 30 Outside Campus

2 R 364.58 (4.8˚)

105˚ 42' 46"

481.299 672.663 70.00 60 Outside Campus

In Plant Yard Curves:

Curve No.

R or L

Radius &

Degree

Deflection Angle

Tangent Length

Curve Length

Transaction Length

Design Speed

Remark

A L 350.00

(5˚) 5˚ 38' 29" 20.308 40.570 --- 15 BV

Siding

B R 291.67

(6˚) 11˚ 24' 24" 29.129 58.067 --- 15 BV

Siding

c. Land Acquisition:

Average area of 40m land width will be required having 2424.87m length of stretch

for which additional private land of 90680.33 sq.m has to be acquired. The proposed siding

main line enters in the plant premises crossing the boundary at Ch.: 2424.87m.

I. 90680.33 Sq.M area of land needs to be acquired for new alignment of track from

Becharaji to SMG siding. There is various type of lands to be acquired. Types of

the land as per use are as mentioned below;

i. Agriculture

ii. Gauchar Land

iii. Pond/ Lake

iv. Government Land



II. This alignment passes through following villages and the area to be acquired of

each villages are as mentioned;

i. Becharaji: 1552.942 Sq.M District: Mehsana

ii. Hansalpur: 65792.54 Sq.M District: Ahmedabad

iii. Sankhalpur: 23334.85 Sq.M District: Mehsana

Service Road: Proposed alignment has 40m wide land patch. Alignment centerline is

15m away from left side and 25m away from right side. Reason of having different land

boundary on both end is to provide service road on Right side of the main track. Provision of

service road on Right side is for maintenance and repairing of track, OHE mast and

electrified cable. Total siding land is protected and barricaded by barbed wire fencing on both

side of track. It prevents direct entry of men, animals and vehicles.

The following track facilities are proposed in the plant yard on straight portion with

Level gradient. There is provision of check rail throughout the platform to with paver block

arrangement for the smooth surfaced platform for easy movement of vehicles. It is a similar

arrangement like railway Level Crossings (LC). Check rail also prevents the lateral and

transverse settlement of main track.

i) R&D Line No.:1 CSR 806.00m

ii) R&D Line No.:2 CSR 750.00m

iii) R&D Line No.:3 CSR 750.00m

iv) Brake Van Siding Line No.:1 CSR 175m

v) Brake Van Siding Line No.:2 CSR 75m

vi) Brake Van Siding Line No.:3 CSR 75m

The total length of proposed siding will be 3511.50m from take-off point. Weigh

Bridge is proposed on Main line of SMG siding at Ch.: 2341.08m outside campus. The siding

work will be executed along with Gauge conversion work (MG into BG) between Katosan

and Becharaji. All the proposed lines in lead line and the plant yard will be provided with

Broad Gauge standards.

5. Signaling & Telecommunication



a. Existing Signaling.

The Section between Kalol - Katosan - Becharji - Ranuj is Metre Gauge section with

a single line. This Section is Single Line Absolute Block working. The existing Signaling

arrangement is Mechanical Semaphore Signaling, which is not working.

Proposed Signaling:

The existing Signaling Arrangement at Katosan is MACLS with Panel

Interlocking, this is Proposed with Electronic Interlocking with MACLS and the same

signaling arrangement is proposed at Becharaji Station after conversion of MG to BG.

Block Working: Since it is Single Line section with Tokenless and Tokenblock

instrument Single Line Block Working. Now this Will Be improved with BDAC alongwith

UFSS & HHADC Single Line Block Working between Katosan - Becharji. Movement of

trains from Becharji take off point to SMG Private siding is proposed to be a Shunt move and

signal is not required for shunting operations.

b. Telecommunication:

All the Telecommunication systems available at Katosan are proposed to be extended

to Becharaji in addition to Existing VHF communication is proposed between Station staff,

shunting staff and Engine crew. Telephonic communication is proposed from Becharaji take

off point to SMG Private siding between Plant officers/ Staff, Station staff, shunting staff and

Engine crew.

c. Execution of work

Signaling works in connection with SMG siding take off at Becharaji Station will be

treated as Deposit work and will be executed by GRIDE/BRCL/Railways and however

Signaling arrangement and the amount to be deposited will be indicated by the Railways. No

Signaling is proposed in SMG in plant yard. All points in plant yard are hand operated.

6. Commercial



The siding is worked on Private Siding terms as per Railway Board's letter No. 99/TC

(FM)/26/1/pt. - II dated: 22.08.2016, enclosed as attachment. The following facilities are

proposed at the siding:

Office accommodation for commercial clerk

Freight Operation and Information System (FOIS)

Rest room for the clerks and drivers

Private railway siding agreement will be signed with the Railway.

An Electronic In-Motion Weigh Bridge (EIMWB) is proposed at Ch:

2341.08m on Main Line partially outside campus.



7. Rolling Stock

Railway owned BCACM/BCACBM wagons to be utilized for loading of cars.

Some logistic companies are also having same kind of wagons.

8. Loading Platform:

I. Platform of R&D Line – 3 has 20m wide space and R&D Line – 1 has average

67.81m wide space for ease of movement in vehicle loading. Total width of

platform is 84.18 m average being pavered with Cement Blocks. Brakeup for the

same is appended below;

Description Distance (m) Wide space 20.00

Track to edge of platform 1.68 C/C track distance 6.50 C/C track distance 6.50

Track to edge of platform 1.68 Wide space 67.81 Average

Total Platform width 84.18

II. Length of platform is 825.00m. Front end of platform has Chainage 2686.50m and

rear end of platform has Chainage 3511.50. Requirement of platform length is

725.00m. Extra 40.00m length has been provided to have smooth operation of

vehicle loading in to appropriate lane (Line – 1, Line – 2 and Line – 3) of wagon

simultaneously.



III. Slope Embankment is provided to elevate the platform of height 0.40m. Finish

Surface of Platform Provide RCC Paver Block. There is provision of good quality

of stabilized earth/soil for filling inside the elevated platform.

Loading Operation: There is requirement of ramp (Size 40m x 4.5m and 0.40m

Height) for vehicle loading from ground level to platform level at front end of platform

(Chainage 3471.50m.

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