NORTH CENTRAL RAILWAY Headquarters' Office

Engineering Department, Prayagra

No. 355-W/GM Sanction/BCACM (BCLC &BLCB)/AlI BG sections/NCR/Bridge, Dated 28.08 2020

Principal Chief Operations Manager, North Central Railway. Divisional Railway Manager, Prayagraj, Agra & Jhans.

Sub: GM sanction for regular operation of "BG Bogie Covered Autocar Modified wagon type BCACM (BLCA and BLCB wagons)" to RDSO Drg. No. WD-07056-S-01 Alt.1 over all BG sections of North Central Railway at a maximum speed of 100 kmph in both loaded & empty condition or maximum sectional speed whichever is less.

Based on Railway Board sanction leter No. 2017/CEDO/SR/21, dated 31.07.2017 (copy enclosed), RDSO speed certificate No. MW/Autorack, dated 11.04.2013 and Railway Joint Safety certificate No. 11/BCACM (BLCA & BLCB)/ALL BG Sections/100 kmph/NCR/2020 (copy enclosed), General Manager, under the power delegated in accordance by Railway Board in para 2.1 of Policy Circular No.6 (Revised 2018) issued vide letter No. 2018/CEDO/SRIPC-6/0 dated 31.10.2018 has hereby accorded sanction for regular operation of "BG Bogie Covered Autocar Modified wagon type BCACM (BLCA and BLCB wagons" to RDSO Drg. No. WD-07056-S-01 Alt.1 over all BG sections of North Central Railway at a maximum speed of 100 kmph in both loaded & empty condition or maximum sectional speed whichever is less, subject to the following conditions:

Observance of all permanent and temporary speed restrictions in force and/or those that may 1. be imposed from time to time on various accounts.

Observance of all conditions as laid in RDSO speed certificate No. MWIAutorack, dated 2 11.04.2013 and Railway Joint Safely certificate No. 11/BCACM (BLCA &BLCB)/ALL BG

Sections/100 kmph/NCR/2020 and concomitant track certificate, bridge certificate.Compliance of all conditions as stipulated in Railway Board sanction letter No.

2017/CEDO/SR/21, dated 31.07.2017.

DA: As above

Rajiv Chaudhry) General Manager

Copy for kind information and necessay action to:

) CCRS/LKO.

(i) CRS/N.E. Circle, Lucknow.

(ii) DG/RDS0, Manak Nagar, Lucknow.

(iv) EDCEIG, Railway Board, NDLS.

() PCME, PCEE, PCSTE& PCSO.

NORTH CENTRAL RAILWAY JOINT SAFETY CERTIFICATE

No. 11/BCACM (BLCA & BLCB)/ALL BG Sections/100 kmph/NCR/2020 Based on RDSO final speed certificate No. MWIAutorack, dated 11.04.2013, certified that it is safe to permit regular operation of "BG Bogie Covered Autocar Modifiod wagon type BCACM (BLCA and BLCB wagons)" to RDSO Drg No. WD-07056 S.01 Alt.1 developod by RDSO by modilying the existing container flat wagons (BLCA and BLCB wagons) for transportation of automobile cars by Rail over following all BG sections of North Central Railway at a maximum spood of 100 kmiph both in ernply and loaded condition or

maximum sectional speed whichever is less, subjoct to observance of all permanent and termporary speed restictions in force and those that may be imposcd from time to time due to track, bridges, overheadequipment, signaling & interlocking, ctc.

Section Maximum Max. proposed spoed in empty/loaded condition

(KMPH)

KM sectional speed existing in the

section (KMPH)

SN Line From To From To

100 110 PWL AGC UP & DN 1479.40 1343.27

AGC BINA UP & DN 1343.27 977.00 100 110

MGS UP &DN 677.28 1428.50 100 110 GZB

MSRP MTJ UP&DN 1244.2 1243.00 100 110

5 ALJN GZB 3rd L 1328.87 1428.50 100 110

BTSR PWL 3rd L 1399.47 1479.40 100 110

MKP BANSA UP 1256.72 1254.70 100 110

MKP DN 1254.70 1256.72 100 100 8 BANSA

UP 1349.46 1256.72 100 110 NYN MKP

DN 1333.58 1344.95 100 110 10 BZM GOY

1308.47 1419.22 100 110 11 KID MKP SL

SL 1127.72 1333.58 100 110 2 JHS BZM

155.96 155.15 100 110 13 ALD PRG SL

SL 0.00 148.40 100 110 14 AF BKI

1.00 86.82 100 110 15 BXN JAB SL

71.00 100 110 69.86

16 LKO CNB UP & DN

153.00 100 100 HGJ SL 166.92

17 ALJN 100 100

KID SL 1127.60 1308.47 18 JHS

1349.46 100 100 MKP NYN DN 1256.72

19 1427.12 100 100

BZM SL 1308.47 20 KID

100 100 UP 1344.95 1333.58

21 GOY BZM 100 100

KURJ SL 1265.5 1328.85 22 MBA 100

1248.51 100 23 JAB TDL DN 1269.02

100 100 UP 1252.54 1269.02

24 ETUE JAB 100 1397.06 1515.90 100

25 MTJ AWR SL 100 350.60 386.18 100

26 MTJ AH SL 100 100 1318.40 1319.15

21 GWL PNHR SL 95 SL 0.92 2.10 95

28 CNB MDA 80 1228.40 1307. 3 30

29 BLNR BIX SL 80 1445.70 80

30 BHA UDMR 1332.99

31 MCSC KURJ SL 1172.38 1203.81 80 80

32 KHGP MCSC SL 1126.52 1173.32 75 75

33 LAR TKMG SL 1037 81 1089.18 70 70

34 TKMG KHGP SL 1089.18 1125.42 60 60

35 BRN ETH SL 0.49 59.00 75 75

36 SKB FKD SL 1212.57 1317.20 75 75

37 CNB PNK 3rd L 1019.48 1028.29 75 75

38 CNB PNK 4th L 1019.02 1027.08 75 75

39 TDL ETUE UP 1249.09 1252.54 75 75

40 JAB AGA SL 86.800 1349.52 65 65

41 IX ETW SL 1307.43 1341.50 100 100

42 BANSA OHAN SL 1257.05 1258.90 60 60

43 ETUE MT SL 1251.94 1254.94 60 60

CPU CAR SL 143.07 243.0 60 60 44

45 ALD SFG 3rdL 826.28 828.30 60 60

46 HRS HRF SL 1297.00 1305.70 50 50

47 CNB Div UP & DN 1015.76 1021.66 50 50

AGD Malkheri SL 983.17 990.316 50 50 8

49 ETW MNQ SL 0.00 55.15 80 80

AlIT KNH SL 1216.69 1230.37 30 30

IDH AGC SL 1344.72 1343.19 30 30 51

AGA RKM UP &DN 1349.52 1347.15 20 20 52

53 CO UP 1348.65 1347.90 15 15 LINK

54 LINK CO DN 1347.90 1348.65 15 15

Further, Railway remarks on RDSO final speed certificate MWIAutorack, dated 11.04.2013 is as under

for kind perusal:

Railway Remarks Para Para of RDSO Speed Certificate

No The BG Bogie Covered Autocar Modified Wagon type BCACM to Noted.

Drawing No. WD-07056-S-01 All.1 has been developed by RDSO

by modifying the existing container flat wagons (BLCA and BLCB

wagons) for transportation of automobile cars by rail. A rake of

these wagons consists of 9 units. Each unit consists of 5 wagons-

2 nos wagon 'A' & 3 nos. wagon 'B. Both A & B wagons are

double decker wagons. Wagon 'A' has non- transition CBC at one

end & slack less draw bar at the other end, whereas wagon B'

has slack less draw bar at both ends. The coupler height at the

front and rear end of each unit is standard i.e. 1090 mm for

compatibility with standard height of couplers of locomotives.

Each unit shall be moved as one entity and movement of wagon

'A'wagon 'B' alone shall not be done. The design incorporates

LCCF-20 (C) bogie with a speed potential of 100 kmph and single

pipe graduated release air brake system with automatic load

sensing device.

1.0

1.1 To assess the speed potential of BG Bogie Covered Autocar Noted.

Modified Wagon type BCACM has been subjected to detailed oscillation trials. The test result of trials is contained in RDSO

report No. MT 1031/F Rev. 0 dated 30.04.2010, Amendment Nil. The results indicate that BCACM Car A/Car B wagon has

exhibited satisfactory riding and stability characteristics up to a

maximum test speed of 110 kmph both in empty and loaded

condition on the track maintained to other than C&M

Volume standard on tangent track, station yard and 2

degree cunve over Ambala - Chandigarh section of Ambala

division in Northem Railway. Based on the satisfactory test of oscllation trial as contained in Noted.

the report, it is certfied that BCACM Car A / Car B wagon may be permitted to run up to a maximum speed of 100 Kmph both

in empty and loaded condition subject to the observance of the following conditions.

20

2.1 Track 2.1.1 The track shall be to a minimum standard of 90 R rails on PSC Minimum standard of track is 52

sleepers with M+4 density and minimum depth of ballast Kg (72 UTS) rails with sleepers

Cushion below sleepers of 200 mm which may consist of at to M+ density& minimum

least 75 mm clean and the rest in caked up condition on ballast cushion of 250/100 mm

as per enclosed track certificate. compact and stable formation.

For track maintained to lower standard than that mentioned It will be ensured. Suitable SR above, the Chief Engineer shall decide the lower maximum will be imposed as and when permissible speed on the basis of maintenance condition. In required. this connection, Railway Board's letter No. 65/WDO/SR/26 dated 19/20.10.1966 may be seen. When the Chief Engineer considers that the road bed is not compacted or there is improper drainage, he may suitably restrict the maximum

permissible speed depending upon the local conditions.2.1.3

2.1.2

The maximum pemissible speed on curves to be decided on Itis being followed. the basis of the existing provision of the Indian Railway

Permanent Way Manual-Second Reprint -2004. However, the

maximum speed on turnouts, diamond crossings and curves

sharper than 4 degree should not exceed 15 kmph.

Bridges 2.2 2.2.1 The clearance refers to bridges with standard design of The bridges of mentioned

girders, slabs, pipe culverts, pier and abutments etc., issued by sectionsare either of RBG

RDSO for BGML, RBG and MBG-1987 standard loadings.

However, the bearings of span 78.8 m (effective) designed for BGML standard loading as per RDS0's Drg. No. BA 11154

should be strengthened by providing two additional anchor two additional anchor bolts.

BGML or MBG loading. However, Bearing of span 78.8m (effective) for BGML standard loadings has been strengthened by providing

bolts.

2.2.2 Superstructures and bearing of non-standard span including Superstructures & bearings of Arches and sub-structures of all bridges are to be examined non-standard under the directions of the Chief Bridge Engineer concerned Arches and sub-structures of all and certified safe by him in terms of current IRS Bridge rules. Steel bridge code, Concrete bridge code, Arch bridge code, bridge substructures and foundation code etc. read with up-to- date cormection slips. Zonal Railways shall certify the adequacy of existing bridges It is being followed.

for permitting rolling stock based on physical condition of bridges by keeping them under observations considered necessary by the Chief Bridge Engineer of Railway.

span including

bridges (all Standard Spans) are safe.

2.2.3

2.2.4 Location of bridges on which speed restrictions are imposed It will be ensured as and when

shall be notified by the Railways and incorporated in the required and incorporated in the

working timetable. This clearance is subject to the following parameters of wagons (A & B).-

working timetable.

Wagon "A" Wagon "B"

1. Maximum axle load (enmpty): 6.575t 6.200t

2. Maximum axle load (loaded): 8.281 t 7.906 t

Noted.

3. Maximum Braking force(empty/ loaded)

at rail level per axle 10% of axle load.

4. Maximum C.G. height from rail level in empty condition :1080mm 1087 mm

5. Maximum C.G. height from rail level in loaded condition :1306mm 1400mm

2.40 tm 2.27 tm 2.2.3 Specfic restrictions shal be applicable which are indicated in It will be followed.

6. Track loading density (gross)

relevant speed certificates of hauling locomotives, issued by

RDSO

2.3 Signaling Ensured with interlocking of Provisions of GR, SR, SEM & all extant instructions issued

from time to time shall be complied with. 2.3.1

stations.

On the sections where EBD of more than 1 Km is to be catered | It will be ensured.

for, second distant signal or automatic signaling should be

available failing which sutable speed restriction is to be imposed.

2.3.2

2.4 Rolling Stock

2.4.1 Betore starting the operation, CME of the concerned Railways It will be ensured. shall certify the track worthiness and safety of the rolling stock.

2.4.3 Brake of locomotive & full rake of Auto-car units (wagon A & I willbe ensured. wagon B) shall be in good working order

2.5 Traction Installation

In 25KV AC traction area, the CEE of the Railway shall have to There is no violation as per

ensure generally that the minimum height of contact wire and

electrical clearances as stipulated in provisions of chapter -V and V-A, electrical Traction 'Schedule of Dimensions of

2.5.1 SOD

1676mm. Gauge (BG) revised 2004' with latest Addendum slips is not violated and strictly followed to ensure its safe

running As per para 10438 of ACTM Vol-1 all metallic parts of rubber It will be ensured during operation

tyred vehicles which are transported on railway wagons Of wagon.

through 25 KV electrified area, shall be earthed to avoid the

effect of induction. Responsibility for this shall lie with the

consigneel consigner.

2.5.2

2.6 General

All the pemanent and temporary speed restrictions enforced It will be observed and ensured..

and those that may be imposed from time to time dueto

track, bridges, curves, signaling and interlocking, etc. shall

2.6.1

be observed.

For movement of wagon on any private or assisted siding for It will be ensured.

loading or unloading the consignment, the Chief Engineer of

the concerned Railway shall be referred to.

2.6.2

The wagon infringes the clauses 2(i), 11, 14, 29 & 30 Noted,

Chapter IV (A), of Indian Railways Schedule of Dimensions enclosed.

1676 mm Gauge (BG) Revised, 2004. The above

infringements have been condoned by Railway Board vide

Infringement Certificate 2.6.3

It shall be ensured that hinged roof portion of the wagons are It will be ensured during operation of

in closed and locked condition during the movement of the wagon.

wagon on Indian Railways system, so that the overall

dimensions of the wagon are in conformity with the Railway

Board letter No. 2008/ICEDO/SR/04 dated 11.08.2008 for

condonation of infringements.

Sections where infringement to scheduleI have been | Noted, operation of wagon will be

permitted. Railways shall have to work out the amount o! permitted as per issued guide lines

clearance available on these section & operation of wagons in non-electrified

their letter No.2008/CEDO/SR/04 dated 11.08.2008.

2.6.4

2.6.5 electrified

shall be in accordance with the rules for operation of ODCs Sections of NCR

of appropriate class or clearances shall be made as per

provision of schedule I of IRSOD, 2004 for normal speed.

Similarly, for electrified sections necessary minimum

clearances as per the extant provisions of IRSOD, 2004 and

relevant manuals such ACTM etc. shall have to be

maintained by the concerned zonal railways, Zonal Railways

shall carry out study of the section as per above and

accordingly propose operation of these wagons while

applying to CRS/Railway Board through joint safety speed

certificate, OHE certificate etc. as normally being done in all

other cases. Precautions speed restrictions at locations

having restricted clearances shall be mentioned in the joint

safety certificate

The condonation regarding infringements in schedule of It will be ensured.

2.3.3 of dimensions shall be obtained in accordance with local

conditions before movement. Signal ling Noted and will be ensured.

2.4.2 It shall be ensured that upper deck loading shall not exceed

the lower deck loading, during operation of this wagon.

of

Rollin

9 stock

21a

(Kundan Kumar)

Pr. Chief Mechanical Engineer

(Ravi Valluri) Pr. Chief Operations Manager

( 20p

(A.K. Singhal)

Pr. Chief Electrical Engineer (Arun Kumar)

Pr.Chief Signal & Tele. Enginee

(Sharad M�hta) Principal Chief Engineer

No.355-W/Bridge Certificate/BCACM Date: 30.04.2020

IVUNIn ENTRAL RAILWAY

BRIDGE ENGINEER'S CERTIFICATE

ased on RDSO's final speed certificate No. MWIAutorack, dated 11.04.2013, certified that bridges on the sectons

Ven eloW are having minimum strength of super structure as indicated against the sections as per revised Bridge

Nuies-2014 and are safe for regular operation of "Broad Gauge Bogie Covered Autocar Modified Wagon type BCACM (BLCA & BLCB" up to the maximum speed indicated against the section below or maximum sectionai Speed whichever is less, subject to all the temporary & permanent speed restrictions already in force and those that

may be imposed from time to time.

Section KM Maximum Max. proposed speed in

empty/loaded condition

sectional speed existing in the

section (KMPH)

SN Line Strength From To From To

(KMPH)

PWL AGC UP&DN 1479.40 1343.27 BGML 100 110

2 AGC BINA UP &DN 1343.27 977.00 BGML 100 110

3 MGS GZB UP &DN 677.28 1428.50 RBG 100 110

MSRP MTJ UP&DN 1244.2 1243.00 BGML 100 110

5 ALJN GZB 3rd L 1328.87 1428.50 MBG 100 110

6 BTSR PWL 3rd L 1399.47 1479.40 MBG 100 110

7 MKP BANSA UP 1256.72 1254.70 BGML 100 110

8 BANSA MKP DN 1254.70 1256.72 BGML 100 100

9 NYN MKP UP 1349.46 1256.72 BGML 100 110

10 BZM GOY DN 1333.58 1344.95 BGML 100 110

11 KID MKP SL 1308.47 1419.22 BGML 100 110

12 JHS BZM SL 1127.72 1333.58 BGML 100 110

13 ALD PRG SL 155.96 155.1 15 RBG 100 110

14 AF BKI SL 0.00 148.40 MBG 100 110

15 BXN JAB SL 1.00 86.82 BGML 100 110

16 LKO CNB UP & DN 69.86 71.00 RBG 100 110

ALJN HGJ SL 166.92 153.00 RBG 100 100 17

JHS KID SL 1127.60 1308.47 BGML 100 100 18

MKP NYN DN 1256.72 1349.46 MBG 100 100 19

BZM SL 1308.47 1427.12 BGML 100 100 KID

BZM UP 1344.95 1333.58 BGML 100 100 21 GOY

KURJ SL 1265.58 1328.85 MBG 100 100 22 MBA

TDL DN 1269.02 1248.51 RBG 100 100 23 JAB

JAB UP 1252.54 1269.02 RBG 100 100 24 ETUE

AWR SL 1397.06 1515.90 MBG 100 100

25 MTJ

AH SL 350.60 386.18 MBG 100 100 26 MTJ

SL 1318.40 1319.15 BGML 100 100 GWL PNHR 27

SL 0.92 .10 RBG 95 95 CNB MDA

28 | 29

1228.40 1307.43 BGML 80 80 BLNR BIX SL

30 BHA UDMR SL 1332.99 1445.70 MBG B0 80

31 MCSC KURJ SL 1172.38 1703.A1 MBG BO B0

32 KHGP MCSC SL 1126.52 1173.32 MBG 75 5

33 LAR TKMG SL 1037.81 1089.14 MBG 70 0

34 TKMG KHGP SL 1089.18 1125.42 MBG 60 30

35 BRN ETH 0.49 59.00 RBG 75 75 SL

36 SKB FKD SL 1212.57 1317.20 RBG 75 5

CNB PNK 3rd L 1019.48 1028.29 MBG 5 75 37

38 CNB PNK 4th L 1019.02 1027.08 MBG 75 75

TDL ETUE UP 1249.09 1252.54 RBG 75 75 39

JAB AGA 86.800 1349.52 BGML 65 65 40 SL

BIX ETW 1307.43 1341.5 MBG 100 100 41 SL

OHAN 1257.05 1258.90 BGML 60 60 42 BANSA SL

MTI SL 1251.9 1254.94 RBG 60 60 43 ETUE

CAR SL 143.07 243.0 BGML 60 60 44 CPU

SFG 3rdL 826.28 828.30 RBG 60 60 45 ALD

SL 1297.00 1305.70 RBG 50 50 46 HRS HRF

UP &DN 1021.66 MBG 50 50 47 CNB Div 1015.76

983.17 990.316 BGML 50 50 48 AGD Malkheri SL

MBG 80 80 49 ETW MNQ SL 0.00 55.15

1216.69 1230.37 BGML 30 30 50 AlT KNH SL

1343.19 BGML 30 30 IDH AGC SL 1344.72

51 1349.52 1347.15 BGML 20 20

52 AGA RKM UP& DN

LINK UP 1348.65 1347.90 RBG 15 COl

1347.90 1348.65 RBG 15 15 DN 54 LINK CO

Sub structures of all the bridges on the sections given above are in satisfactory condition and are safe for regular

operation of "Broad Gauge Bogie Covered Autocar Modified Wagon type BCACM (BLCA & BLCB" up to the

proposed speeds conforming to the provisions of revised IRS Bridge Sub structure and Foundation code- 2013.

This clearance is subject to the following parameters of wagons (A & B):

Wagon "A" Wagon "B"

6.575t : 8.28t : 10 % of axle load.

6.200t 7.906t 1. Maximum axle load (Empty)

2. Maximum axle load (Loaded) 3. Max. Braking Force (empty/loaded)

At rail level per axle Max. CG height from rail level in empty condition:1080 mm

5. Max. CG height from rail level in loaded condition:1306 mm

6.

1087mm 1400mm 4.

2.27Vm 2.40Vm Track loading density (gross)

(Asad Saeed) Dy CE/Bridge/Ha

Countersigned

(Narendra Singh) Chief Bridge Engineer

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