Correction Slips to
Schedule of Diemensions,
(1973
Verson)
Addendum and Corrigendum Slip No.18
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Dated.
01-04-2004
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Chapter
II- Station yards (page 28):
Add
following notes below note (c)
(d)
No
passenger platform, in case of new lines, would be constructed on a curve
having radius than 875 meters.
(e)
In case
of construction of a new platform on the existing line addition/alteration to
existing platforms or in gauge conversion/doubling works, where either the new
platform(s) are to be constructed or the old being dismantled &
reconstructed, efforts should be made to ease out the existing curves having
radii less than 875 meters. However, for these works, having platform
located/to be located on curves with radii less than 875 meters, no condonation
of CRS/Board would be necessary.
(Authority
Railway Board’s file No.2004/CEDO/SD/1 dtd 01.04.2004)
Addendum and Corrigendum Slip No.17
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Dated.
03-06-2003
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Chapter-I General of Schedule-I – add a new item (c) and (d) in Clause 11 (iii) after the item 11 (iii) (b).
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(c) Below
the rail level upto the formation level of the track on straight and curves upto radius of
875 m. |
- 2575 mm. |
|
(d) Below
the rail level upto the formation level of the track on curves with radius of
875 m. |
- 2725 mm. |
Following foot
note should be added the note (b) under Item 11 (iii)
(c)The required clearance as mentioned
under item (c) above will be applicable
in case of new lines/doubling/electrification.
(d)The various fixtures
which are attached to the track like traction bonds etc. and are required to be
fitted with the rail can be provided and the clearance as mentioned in Item 11
(iii) (c) and (d) above will not be applicable to these fixtures.
Chapter-II-
Station Yard of Schedule-I
add a new item (v) and (vi) under Item 11 after existing Item 11 (iv)
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(v) |
Below the
rail level upto the formation level of the track on straight and curves upto
radius of 875 m. |
- |
2575 mm |
|
(vi) |
Below the
rail level upto the formation level of the track on curves with radius less
than 875 m. |
- |
2725 mm |
A
new foot note (c) should be added after the note (b) of Item 11.
(c)
The
clearance mentioned above in Item (v) and (vi) will be applicable only in view
yards/electrification works. The various fixtures which are attached to the
track like lock bar, point machine, traction bonds, point and signal rodding
etc. are required to be fitted with the rail can be provided and the clearance
as mentioned in Item 11(v) and 11(vi) above will not be applicable to these items.
Add a new item 17-R in Chapter I-R
‘General’ of Schedule-II at page 73 after the existing last item 16-R
(incorporated vide A&C Slip No.10 of Feb. 1982).
“17-R- in case of all new construction
on electrified routes and other routes which are likely to be electrified(25k.v
a.c.traction in case of additions/alterations to be existing structures on such
routes, if toe of any turnout or cross over is located under over head
structure such as road over bridge or fly over bridge or within 40m (131ft)
from its nearest face, the minimum height of such over head structure shall be
kept as 6250 mm (20ft 6 inches)”
Crrection slip of Indian Railway B.G.
Schedule of Dimensions-1973 Version.
(i)
Chapter
I-R-General-Schedule-II spacing of track, item 1R should be read as:-
“1R-Minimum distance centre to centre
of Track ------------------------- 5300mm”
(ii)
Chapter
II-R Station Yard-Schedule II, spacing of track item 1R should be read as:-
“1R – Minimum distance centre to centre
of tracks -------------------5300mm”
Note (b) as amendum vide Correction
Slip No. 11 & Note (c) should be deleted and corrected Note (b) substituted
as “Extra clearance upto 5 degree curve has been accounted for. Extra clearance
for curves more than 5 degree should be calculated and accounted for.
This is in suppression to correction
slip. 11 for page 74 only.
“
The leaning system for the 25 kv phase a.c.electric traction can be any, of (I)
25 kv simple feeding system (i.e.,) system where rails/earth only are used for
the return of traction current), (ii) 25 kv booster transformers (BT) and
return conductor (RC) feeding system, and (iii) 2X25 kv auto, transformers (AT)
feeding system.”
Chapter I – General, Schedule I –
Maximum
distances apart of trolley refuges.
Delete item 15(iii) at page 23 Chapter
I – General, Schedule I, of B.G. Schedule of Dimensions (1973) concerning
provision of trolley refuges on ballasted deck bridges at 50 metres (160 ft.)
distence apart.
New Delhi
Dated. 14th Sept., 1992
No. 80/CEDO/SD/10
Addendum &
Corrigendum Slip No. 12
Distances apart of trolley refuges.
Delete item 15(iii) at page 26 Chapter
I – General, Schedule I, of M.G. Schedule of Dimensions (1963) concerning
provision of trolley refuges on ballasted deck bridges at 50 metres (160 ft.)
distence apart.
Delhi
Dated. 4th SEPT., 1992.
No. 80/CEDO/SD/10
Addendum &
Corrigendum Slip No. 11.
Replace sub para under para
9 of the forwarding letter at page 8 by the following.
The clearance prescribed in
item 13 of chapter I (“Tunnels through and semi through Girder bridges” should
be adopted for all structures and not only for Tunnels and through Girder
bridges at the time of new construction or additions/alternations to the
existing structures.) If, however, in
cases where 3660 mm (12ft.0 in.) stockis not expected to be introduced, and
adoption of these dimensions would entail heavy expenditure, an administrative
reference should be made to the Board, individually in each case, before
execution of the work, for adopting less clearances.
Schedule I chapter I General
Page 13.
Replace Note 2 by the
following note.
(2) For running EMU and
other 3660mm (12ft.0 in.) stock, clearances prescribed in item 13 of chapter I
“Tunnels through and semi through Girder Bridges” shall also be required for
all structures governed by items 1, 7, 8 and 12 of this chapter, and not only
for Tunnels and through Girder bridges.
(3) Schedule I, chapter II –
Page No. 24
Replace Note (2) by the
following.
(2) For running EMU and
other 3660 mm (12 ft.0 in.) stock clearances prescribed in item 13 of chapter
I, Tunnels, through and semi through Girder bridges” shall also be required for
all structures governed by items 1 and 11 of this chapter, and not only for
Tunnels and, through Girder bridges.
However, a platform shelter
may infringe item 13 (ii) (e) of Chapter I and edge of the platform shelter may
be kept at a minimum horizontal distance of 1600 mm (5ft.3.) from centre line
of track and at a minimum height of 4610 (15ft. 1 ½ in.) above rail level.
(4) Schedule II – chapter I
– General at page 65.
Replace the first paragraph
of preamble under the heading
“RECOMMENDED DIMENSIONS” by the following
The following are some
recommended dimensions, which are generally considered good practice, the
adoption of which will lead to very desirable uniformity on Indian Railways, but
they are not to be treated as standards, a departure from which requires
sanction. The clearances to fixed
structures and distance centre of tracks prescribed in item 13 of chapter I,
Schedule-I for Tunnels and through Girder bridges should also be adopted for
all structures, and not only for Tunnels and through Girder bridges at the time
of new construction, or additions/alternations to the existing structures. If, however, in cases where 3660 mm
(12ft.)in.) stock is not expected to be introduced and adoption of these
dimensions would, entail heavy expenditure, an administrative reference should
be made to the Board individually in each case before execution of the work for
adopting less clearances
(5) Schedule II, Chapter-II
R, item IR at page 74
Renumber the existing Note
(b) as (c) and insert a new Note (b) between (a) & (c) as follows.
(h) Where EMU and other 3660
mm (12 ft.0 in) stock has to ply on running lings in station yards, the track
centres shall be 4725 mm (15 ft. 6 in) plus the width of any structure like OHE
post, Signal post etc. That way be
provided in between the tracks.
New Delhi
Dated. May’1982
Case No. 82/WDO/SD/12.
Addendum &
Corrigendum Slip No. 10
Please
add new item 16 R in Chapter-1 General, Schedule II on page 73 as under:
“16R – Extra vertical clearance under
overhead structures and overhead equipment in electrified sections.
Allowance
to be made for raising of track to permit modern track structure to be
introduced -----------------------------275 mm”
Note:
On line proposed to be electrified on 25 KV AC system, necessary provision
should be made in overline structures and overhead equipment if necessary, by
using longer traction overhead equipment masts to permit possible raising of
the track by 275 mm in future to cater for increased ballast cushion, larger
sleeper thickness and deeper rail sections.
New
Delhi
Dated.
8-2-1982.
Case
No. 79/WDO/SD/28
Addendum &
Corrigendum Slip No. 9.
Please
incorporate the following paras as Notes under the below mentioned items of
Chapter II on page 33:-
1.
Under
items 12 & 14 of Chapter II.
“Note: In case of turnouts
laid with 1676 mm gauge, the clearance shall be 45 mm instead of 48mm.”
2.
Under
items 13 & 15 of Chapter II.
“Note: In case of turnout
laid with 1676 mm gauge, the clearance shall be 41 mm instead of 44mm”
Case No. 80/NDC/SD/9
Dated. Oct.,1980.
Addendum &
Corrigendum Slip No.8
Please replace
the existing sub-para 2 of para 3 under “Bridges” in chapter I-General page 14,
as under:-
“On bridges
where there is nothing solid between sleepers to prevent a derailed wheel
dropping, the clear, existence between two consecutive sleepers shall not
exceed 510 mm (20inches). The clear
distance between the joint sleepers shall not, however, exceed 200 mm in new
constructions and in existing bridges when regirdering or resleeper work is
done.”
Case No. 79/WDO/SD/20
Dated.: Oct.’1979.
Addendum and
Corrigendum slip No. 7
Delete from diagrams No. 1A (modified), 2, appearing at the end of
the B.G. Metric Schedule of Dimensions (1973), the vertical dotted lines
applicable to 3050 mm (10’) wide bogie stock.
Case No. 78/WDO/SD/24
New Delhi.
Dated.: Jan.,79.
Addendum and
Corrigendum slip No. 6
Please
substitute Note © below item 10 (iii) (b) Chapter 1 – General appearing at page
17 as under:-
“Note © if any turnout or
cross-over is located under a heavy structure or within 15 m. (49 ft.) from its
centre as the minimum height of such a structure shall be 6250mm (20 ft.6 in.)
for 25 kv-a.c. traction only”.
Case
77/WDO/SD/11
New
Delhi
Dated.
12.77
Addendum and
Corrigendum slip No. 5
Please
read “320 mm” in place of ‘230 mm’ appearing against item 1 (i) to chapter
V-A. Electric TRACTION 25 kv.a.c.50
cycles at page 61.
Case
No. 76/WDO/SD/30
Dated Dec.1976
Addendum and
Corrigendum slip No. 4
Please
add the following sentence at the end of Note (2) appearing at the beginning of
Chapter II – Station Yards at page 24.
“However,
a platform shelter may infringe item 13(ii) (e) of Chapter I and edge of the
platform shelter may be kept at a minimum horizontal distance of 1600 mm
(5ft.3in.) from centre line of track and at minimum height of 4610 (15 ft.1 ½
in.) above rail level.”
Case
75/WDO/SD/11
New
Delhi
Dated.
11.75.
Addendum and
Corrigendum slip No. 3
Please incorporate A&C slip No. 3
to B.G.Metric Schedule of Dimensions(1963) in item 4 chapter v-4 Electrical
Track(Direct Current on page 60 as under:-
“4 minimum distance between live
conductor.
Wire and any structure.
130 mm
(oft. 5-1/8 inches)”
Case
No. 74/WDO/SD/13
New
Delhi
Dated 8.75
Addendum and
Corrigendum slip No. 2
Please substitute the figure ‘1 in
1200’ for ‘1 in ‘1 in appearing against item 3 R of Chapter-II-R-station Yard
at page 76.
Case
No. 71/WDO/AC/SD/1
New
Delhi
Dated.:’June
1975.
Addendum and
Corrigendum slip No. 1
Please
substitute items 3(i) and Note there-under in chapter VA-Electric
Traction. 25 KVAC, 50 cycles, appearing
at page 62 as under:-
“Minimum height from rail level to the
under side of live conductor wire:
(i)
Under
bridges and in tunnels------------- 4.80m (15 ft. 9 in.)
Note:-para
4(a) Appendix A to Chapter V – A explains the basis of this dimension.”
New
Delhi
Dated. -11-74
Case
No. 74/WDO/SD/13.