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Tender Value
₹292.7 Cr
EMD Value
₹5.9 Cr
Closing Date
23 Jul 2026, 12:00 pm
"Construction of 3rd line work including earth work, blanketing, minor bridges, major bridges, LC work and other miscellaneous works for DFC feeder route of Indian Railway Standard Loading, execution of indoor & outdoor S&T works, execution of general electrical works, installation and commissioning of overhead equipment (OHE) for traction and power supply in connection with the 3rd Line work of Chandil-Purulia section in Adra Division of South Eastern Railway." on Engineering, Procurement & Construction (EPC) Mode.
4628-GRC-CE-C-II-12-2026
4628-GRC-CE-C-II-12-2026
Open
36 Months
Purulia, West Bengal
₹0
₹5.9 Cr
4 Jun 2026
4 Jun 2026
9 Jul 2026
- Not Applicable)
Item- 6 For Unforeseen Work under NS items/SERUSSOR 2021/CPWD DSR 2023 & S&T SER SOR2021 ver 2.1
S No. Item No Description of Item Unit Qty Rate Amount
items/SERUSSOR 2021/CPWD DSR
2023 & S&T SER SOR2021 ver 2.1
Schedule Schedule A1-Execution of all works as detailed in schedule
Item- 2 For Brigge foundation, Sub structure & Retaining wall work under SERUSSOR 2021
S No. Item No Description of Item Unit Qty Rate Amount
below average ground level within
the slope/toe of embankment
including making of nose with
contractor's own arrangement
complete in all respect Note:
Payment will be made as per
actual driven length of rail which
will be supplied free by Railways
at the site of work.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Earthwork in excavation by
mechanical means (Hydraulic
Excavator)/Manual Means for
foundations and floors of the
bridges, retaining walls etc.
including setting out, dressing of
sides, ramming of bottom, getting
out the excavated material, back
filling in layers with approved
material and consolidation of the
layers by ramming and watering
etc. including all lift, disposal of
surplus soil up to a lead of 300m,
all types of shoring and strutting
with all labour and material
complete as per drawing and
technical specification as directed
by Engineer in charge. Note: This
item will be used for excavation
work in connection with other
miscellaneous works also like side
drains, foundation for OHE masts
and other miscellaneous
structures in connection with
Gauge Conversion, Doubling, New
Providing and laying in position
Plain cement concrete of specified
Nominal Mix f o r miscellaneous
works like side drains, foundation
for OHE masts and other
miscellaneous structures
excluding the cost of Cement,
centering and shuttering - All
work up to plinth level :
sand (zone-III) : 3 graded stone
aggregate 20 mm nominal size)
(zone-III) : 4 graded stone
aggregate 20 mm nominal size)
(zone-III) : 6 graded stone
aggregate 20 mm nominal size)
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
machine batched, machine mixed
and machine vibrated Cement
Concrete of specified grade as per
approved Design Mix (mixed in
Mobile Concrete Batching/Mixing
Plant at site or RMC from
approved plants) using 20mm
graded crushed stone aggregate
and coarse sand of approved
quality in RCC raft foundation &
Pile cap including finishing, using
Plasticiser in approved
proportions (as per IS:9103), to
modify workability without
impairing strength and durability
complete as per specifications
and direction of the Engineer in
c h a r g e . N o t e : 1. Payment for
cement, reinforcement and
shuttering shall be made extra
under relevant item. 2. Plasticiser
shall invariably be used in
approved proportion to increase
workability with minimum
possible quantity of cement for all
grade of Design Mix Concrete
unless it is specifically approved
citing reasons for not using
plasticiser at the stage of Mix
Design and in that case deduction
shall be made as per relevant
Providing and laying in position
machine batched, machine mixed
and machine vibrated Cement
Concrete of specified grade as per
approved Design Mix (mixed in
Mobile Concrete Batching/Mixing
Plant at site or RMC from
approved plants) using 20mm
graded crushed stone aggregate
and coarse sand of approved
quality for the following
Reinforced cement concrete
structural elements up to height
of 9.0 m from foundation top
level, including finishing, using
Plasticiser in approved
proportions (as per IS:9103), to
modify workability without
impairing strength and durability
complete as per specifications
and direction of the Engineer in
c h a r g e . N o t e : 1. Payment for
cement, reinforcement and
shuttering shall be made extra
under relevant item. 2. Plasticiser
shall invariably be used in
approved proportion to increase
workability with minimum
possible quantity of cement for all
grade of Design Mix Concrete
unless it is specifically approved
citing reasons for not using
plasticiser at the stage of Mix
Design and in that case deduction
shall be made as per relevant
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Inspection Platform & Pedestal
over Pier cap, Fender wall,
Diaphragm wall etc.
Dirt wall/ ballast wall at formation
part thereof in the height above
in Abutments, Wing walls and
Return walls etc., of new bridges
with 110mm dia UPVC pipe Type
A ISI marked with all contractor's
men, material, transportation, all
taxes as per specifications and as
directed by Engineer-in-Charge.
Boring, providing and installation
of bored cast in-situ Reinforced
Cement Concrete piles using
Hydraulic piling Rig of specified
diameter and length below pile
cap of specified grade with Design
Mix Cement Concrete, using
20mm graded crushed stone
aggregate and coarse sand of
approved quality, to carry a safe
working load not less than
specified, concreting by machine
batching, machine mixing,
scaffolding, using Admixture in
approved proportion (as per
IS:9103), placing with tremie pipe,
chipping off of pile top to remove
laitance concrete above cut off
level etc., pumping and bailing
out water complete in all respect
as per approved drawing,
specification and direction of the
Engineer in charge. N o t e : 1.
Payment for only cement,
reinforcement shall be made
extra. 2. Length of the pile for
payment shall be measured up to
the bottom of RCC pile Cap. 3.
Plasticiser shall invariably be used
in approved proportion to
increase workability with
minimum possible quantity of
cement for all grade of Design
Mix Concrete unless it is
specifically approved citing
reasons for not using plasticiser
at the stage of Mix Design and in
that case deduction shall be made
as per relevant item.
installing permanent casing pipe
f o r bored piles for all diameters
with specified thickness of steel
plate including all labour,
materials, tools & complete as per
approved drawing & specifications
complete in all respect as per the
direction of Engineer in charge.
Note: Payment shall be made as
per the weight of circular plate of
casing pipe only.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Extra for chiselling in addition to
boring of piles, if chiselling is
required to be resorted to in hard
rock or big stone boulders larger
than 30cm, manually or by any
Conducting load test of a single
pile up to specified capacity in
accordance with IS:2911 (Part-IV)
including installation of loading
platform and preparation of pile
head or construction of test cap
and dismantling of test cap after
test etc. with all labour, material,
tool & plants, equipment,
machinery, etc. complete as per
drawing and specification, as
directed by the Engineer.
up to 250 T capacity pile
in pile capacity or part thereof
capacity up to 250 ton capacity
Lateral load testing of single pile
in accordance with "IS Code of
practice IS:2911 (Part-IV) for
determining safe allowable lateral
load of pile" with all labour,
material, tool & plants,
equipment, machinery, etc
complete as per drawing and
specification as directed by the
20 022131 Piles with lateral load capacity of Each 12.00 21280.17 255362.04
21 022132 Piles with lateral load capacity of Each 12.00 24598.25 295179.00
above 50 ton and up to 100 ton
testing of piles with contractor's
men, materials and machines.
The rate includes cost of
Inspection of site, preparation of
pile head and any other
unforeseen cost required for the
test, submission of reports in
triplicate as per satisfaction of the
Engineer in Charge.
of coal tar or bitumen confirming
to IS:3117- latest version on the
top and sides of RCC box/slabs @
1.70 kg/sqm after cleaning the
surface with all labour and
materials complete job as
directed by the Engineer.
Centering and shuttering
including strutting, propping etc.
and removal of form for :
e.g. pier, abutment, wing wall,
retaining wall, RCC box type
foundations, Abutment cap, Pier
Cap, Inspection Platform &
Pedestal over Pier cap, Fender
wall, Diaphragm wall etc. up to
5m above ground level
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
wherever required with adequate
bracing, propping etc. over initial
height of 5 metres for every
additional height of 1 metre or
Supply of steel reinforcement of
approved brands/makes for R.C.C.
work including straightening,
cutting, bending, placing in
position and binding all complete.
bars of grade Fe-500D or more of
approved brands/makes.
Providing and fixing various size
HTS holding down bolts
conforming to relevant
Codes/Specification in concrete
column or in other structures with
proper nuts, bolts, washers/plates,
grouting of holes with cement or
epoxy concrete with all material,
labour, T&P as a complete job.
28 041370 Supplying fabricating and erecting MT 28.00 114366.59 3202264.52
welded and/or bolted and/or
riveted steel work in built up
sections, trusses and framed
work, staging, racks, Height
Gauge etc. for Steel Structures
other than bridge girders, using
RSJ, tees, angles and
channels/flats, plates, gussets,
round or square bars, cleats, bolts
etc., with contractors own steel
including cutting, bending,
straightening, drilling, riveting,
hoisting, fixing, erecting, welding,
bolting etc., with Providing
stiffeners wherever required as
per approved drawing including
applying a priming coat of a
approved steel primer with all
contractor's materials, labour,
tools & plants, lead & lift including
crossing of tracks if required etc.,
complete as per specification and
as directed by Engineer-in-
charge. Note: The payment shall
be made on the theoretical weight
of main components and gusset
weighing not less than 35 kg each
at specified bridge locations.
30 051070 Providing and laying Pitching with cum 616.00 2369.16 1459402.56
Stone Boulders, weighing not less
than 35kg each with voids filled
with cement sand mortar 1:4 on
slopes laid over prepared filter
media including boulder apron
laid dry in front of toe of
embankment complete as per
drawing and Technical
Specifications (filter media to be
paid separately under the relevant
item). Rate is excluding cost of
cement which shall be paid extra
under relevant item.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
(average) Dry Stone flooring with
boulders of not less than 35kg
each in weight, hand packed with
surface levelled off to the correct
section with hammer dressing as
necessary on the ground including
filling the gaps with quarry spalls
and ordinary sand complete
including cost of supply of all
materials, labour, lead, lift, tools,
plants, crossing of tracks and the
like as per drawing and technical
specification as directed by
Engineer in charge.
media consisting of granular
materials of GW, GP, SW groups
as per IS:1498 (latest) in required
profile behind boulder filling of
abutments, wing walls / return
walls etc. above bed level with all
labour and material complete job
as per drawing and technical
specification of RDSO Guidelines.
33 052200 Painting the HFL mark and Danger Each 42.00 282.51 11865.42
level mark, year of HFL on bridge
abutments and piers with ready
mixed paint as per standard in
two coats over one coat of primer
with all materials, labour, tools,
scaffolding, all lead and lift etc.
including writing complete.
number plaques as per Railway
drawing in cement concrete 1:2:4
mix using 20mm hard stone
aggregate embedded in 30mm
notch in Bridge parapet coping
duly engraving the letter and
figures and an arrow indicating
the direction of flow and finishing
the top exposed surface with
cement mortar 1:3, painting
letters and figures with two coats
of black enamel paint on two
coats of white background with all
labour, tools, cement, paint etc.
with all leads and lifts.
coarse sand (no cohesive
materials to be used) of approved
quality including watering and
ramming in foundation, behind
the abutment, wing wall, retaining
wall in layers not exceeding
150mm thick including its
compaction as per direction of
Engineer-in-charge. The rate
includes all lead, lift, ascent,
descent, crossing of Railway line
etc. complete with contractor's
labour, materials, tools and plant.
36 052250 Providing Boulder Backing behind cum 1355.00 387.52 525089.60
wing wall, return wall, retaining
wall with hand packed boulders &
cobbles with smaller size boulders
toward the back including all lead,
lift, labour & other incidental
charges as complete work in all
respect. Payment for
boulder/cobbles will be done
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Maintenance of track on main line
& loops, Points & crossings etc.
including special attention to
section for carrying out various
maintenance works listed in
Indian Railways P.Way Manual /
Bridge Manual for safe running of
goods and passenger trains with
contractor's tools / labours etc.
complete, as directed by Engineer
in-charge. Note: Contractor shall
arrange one gang at any point of
time comprising of minimum
specified labours with sufficient
experience in P.Way working.
physically fit labours plus 1 Mate.
Note: In case, contractor provides
less no. of Labour/Mate, payment
will be deducted for each such
labour @ 10% of the accepted
Loading of rails of any section and
length up to 13 metres in Wagons
/ Truck / trailer including lead up
to 50 metres and lift up to 5
handling is possible a n d traffic
block is not required or in
Unloading of rails of any section
and length up to 13 metre, in neat
manner for Railway usage from
departmental material train (DMT)
or contractor's / Railway's
Truck/trailer including lead up to
50 metre, lift up to 5 metre and
stacking in prescribed manner.
handling is possible a n d traffic
block is not required or in Truck /
Loading of 52kg / 60kg PSC
normal line and special sleepers
up to 2.75 metre length in Depot /
Station / Mid-section between
stations in a neat manner to
departmental material train (DMT)
or contractor's / Railway's
Truck/Trailer with crane or any
other means including crossing of
one track with free lead up to 250
metre and lift up to 5 metre, if
required with contractor's labour,
tools & plants, machinery,
consumables etc. Note: In case of
any damage to sleeper during
loading, penalty @ 50% of the all
inclusive cost of sleeper shall be
handling is possible a n d traffic
block is not required or in Truck /
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Transportation of Rails, sleepers,
switches, crossings, SEJs and
Glued Joints by road vehicles for
different leads. Note: 1. Lead shall
be the shortest motorable road
length between the points of
loading and unloading. 2. Loading
and unloading shall be paid extra
under relevant items.
150 Km over item no. 172057
Unloading of 52kg / 60kg PSC line
and special sleepers up to 2.75
metre length in Depot / Station /
Mid-section between stations in
neat manner for Railway usage
from departmental material train
(DMT) or contractor's / Railway's
Truck/Trailer with crane or any
other means including crossing of
one track and lead up to 250
metre & lift up to 5 metre with
contractor's labour, tools & plants,
machinery, consumables etc.
Note: In case of any damage to
sleeper during loading, penalty @
50% of the all inclusive cost of
sleeper shall be levied.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Manufacturing, fabricating and
supplying retro-reflective Level
Crossing Indicator boards, made
of 2mm thick aluminium sheet or
3mm thick aluminium composite
sheet, face to be fully covered
with high intensity encapsulated
type heat activated retro-
reflective sheeting conforming to
type-IV of ASTM-D4956-01 in
yellow & black or other colour
combination including subject
matter, message, symbols,
borders etc. as approved by
Engineer In-charge or as per
IRPWM guidelines, pasted on
substrate by an adhesive backing
which shall be activated by
applying heat and pressure
conforming to class-2 of ASTM-D-
4956-01 and fixing the same with
suitable sized aluminium alloy
rivets @ 20 cm c/c to back-
support frame of M.S. angle iron
of size 25mm x 25mm x 3mm
provided all along the edges of
board with theft resistant
measures, back side of board
shall be with non-peelable
weather-proof paint, consisting of
one coat of zinc chromate primer
and two coats of epoxy paint.
Vertical post shall have black &
white anti-corrosive paint or
powder coating complete, as
50 202011 Bilingual Whistle Boards for level Set 8.00 7563.20 60505.60
crossing of size 600mm x 600mm
of each board with back support
frame welded to vertical post of
MS T section of size 75mm x
75mm x 6mm x 3950mm
Board of size 900 mm equilateral
triangular shape and
600mmx200mm boards with back
support frame welded to vertical
post of MS T section of size
80mmx80mmx8mmx3650mm
52 202014 Manned Level Crossing Indicator Set 8.00 6473.37 51786.96
Board of size 900 mm equilateral
triangular shape with back
support frame welded to vertical
post of MS T section of size
80mmx80mmx8mmx3650mm
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Earthwork in excavation by
mechanical means (Hydraulic
Excavator)/Manual Means for
foundations and floors of the
bridges, retaining walls etc.
including setting out, dressing of
sides, ramming of bottom, getting
out the excavated material, back
filling in layers with approved
material and consolidation of the
layers by ramming and watering
etc. including all lift, disposal of
surplus soil up to a lead of 300m,
all types of shoring and strutting
with all labour and material
complete as per drawing and
technical specification as directed
by Engineer in charge. Note: This
item will be used for excavation
work in connection with other
miscellaneous works also like side
drains, foundation for OHE masts
and other miscellaneous
structures in connection with
Gauge Conversion, Doubling, New
022014 for executing the work
under water and/or liquid mud to
compensate all additional
arrangements including pumping
out water as required. Note: The
extra percentage rate is
applicable only for the quantity of
work executed under water.
022014 for executing the work
under water and/or liquid mud to
compensate all additional
arrangements including pumping
out water as required. Note: The
extra percentage rate is
applicable only for the quantity of
work executed under water.
Schedule Schedule A2-Execution of all works as detailed in schedule
Item- 3 For Brigge foundation, Sub structure & Retaining wall work under CPWD DSR 2023
S No. Item No Description of Item Unit Qty Rate Amount
2.0 EARTH WORK
2.1S General
Earth work in excavation by
mechanical means (Hydraulic
excavator)/manual means over
areas (exceeding 30 cm in depth,
2.6 1.5 m in width as well as 10 sqm
on plan) including getting out and
disposal of excavated earth lead
upto 50 m and for all lift, as
directed by Engineer-in-charge.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Earth work in excavation by
mechanical means (Hydraulic
excavator) / manual means in
foundation trenches or drains (not
exceeding 1.5 m in width or 10
2.8 sqm on plan), including dressing
of sides and ramming of bottoms,
for all lift, including getting out
the excavated soil and disposal of
surplus excavated soil as
directed, within a lead of 50 m.
Excavation work by mechanical
means (Hydraulic excavator) /
manual means in foundation
trenches or drains (not exceeding
1.5m in width or 10 sqm on plan),
2.9 including dressing of sides and
ramming of bottoms, lift upto 1.5
m, including getting out the
excavated soil and disposal of
surplus excavated soils as
directed, within a lead of 50 m.
2.25A Excavating, supplying and filling cum 3220 700.5 2255610
of local earth (including royalty)
by mechanical transport upto a
lead of 5km also including
ramming and watering of the
earth in layers not exceeding 20
cm in trenches, plinth, sides of
foundation etc. complete.
2.27 Supplying and filling in plinth with cum 120 2123.75 254850
sand under floors, including
watering, ramming, consolidating
and dressing complete.
4.0 CONCRETE WORK
CEMENT CONCRETE (CAST IN
Providing and laying in position
cement concrete of specified
4.1 grade excluding the cost of
centering and shuttering - All
work up to plinth level :
sand (zone-III) derived from
7 natural sources : 3 graded stone
aggregate 20 mm nominal size
derived from natural sources)
(zone-III) derived from natural
8 sources : 4 graded stone
aggregate 20 mm nominal size
derived from natural sources)
(zone-III) derived from natural
9 sources : 6 graded stone
aggregate 20 mm nominal size
derived from natural sources)
REINFORCEMENT CEMENT
5.9S FORM WORK
Centering and shuttering
5.9 including strutting, propping etc.
and removal of form for
5.9.1 Foundations, footings, bases of Sqm 8284 392.15 3248570.6
columns, etc. for mass concrete
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
5.9.2 Walls (any thickness) including Sqm 26000 842.5 21905000
11 attached pilasters, buttresses,
plinth and string courses etc.
5.9.3 Suspended floors, roofs, landings, Sqm 180 927.25 166905
balconies and access platform
13 girders, bressummers and
Abutments, Posts and Struts
5.22S STEEL REINFORCEMENT
Steel reinforcement for R.C.C.
work including straightening,
5.22 cutting, bending, placing in
position and binding all complete
upto plinth level.
bars of grade Fe-500D or more.
5.33S DESIGN MIX CONCRETE
Providing and laying in position
ready mixed or site batched
design mix cement concrete for
reinforced cement concrete work;
using coarse aggregate and fine
aggregate derived from natural
sources, Portland Pozzolana /
Ordinary Portland /Portland Slag
c e m e n t , admixtures in
recommended proportions as per
IS: 9103 to accelerate / retard
setting of concrete, to improve
durability and workability without
impairing strength; including
pumping of concrete to site of
laying, curing, carriage for all
leads; but excluding the cost of
centering, shuttering, finishing
and reinforcement as per
direction of the engineer-in-
charge, for the following grades of
5.33.1 All works upto plinth level
16 minimum cement content of 330
All works above plinth level upto
17 minimum cement content of 330
6.0 MASONRY WORK
6.1S General
Brick work with common burnt
clay F.P.S. (non modular) bricks of
class designation 7.5 in
foundation and plinth in:
6.26S EXPOSED BRICK WALL
Brick work with non modular fly
ash bricks conforming to
IS:12894, class designation 10
average compressive strength in
super structure above plinth level
up to floor V level in :
8.0 CLADDING WORK
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
8.20S STONE WORK DRY CLADDING
8.31 Providing and fixing Ist quality Sqm 24 1267.95 30430.8
ceramic glazed wall tiles
conforming to IS: 15622
(thickness to be specified by the
manufacturer), of approved make,
in all colours, shades except
burgundy, bottle green, black of
any size as approved by
20 Engineer-in-Charge, in skirting,
risers of steps and dados, over 12
mm thick bed of cement mortar
1:3 (1 cement : 3 coarse sand)
and jointing with grey cement
slurry @ 3.3kg per sqm, including
pointing in white cement mixed
with pigment of matching shade
9.0 WOOD AND P.V.C. WORK
9.1S FRAMES AND TRUSSES
Providing and fixing ISI marked
flush door shutters conforming to
IS : 2202 (Part I) non-decorative
type, core of block board
construction with frame of 1st
class hard wood and well
matched commercial 3 ply
veneering with vertical grains or
cross bands and face veneers on
both faces of shutters:
21 Stainless Steel butt hinges with
necessary screws
9.40S MISCELLANEOUS-WOOD WORK
Providing and fixing M.S. grills of
required pattern in frames of
windows etc. with M.S. flats,
9.48 square or round bars etc.
including priming coat with
approved steel primer all
9.48.2 Fixed to openings /wooden frames Kg 3000 238.35 715050
with rawl plugs screws etc.
9.105S GYPSUM BOARD PARTITIONS
Providing and fixing factory made
uPVC door frame made of uPVC
extruded sections having an
overall dimension as below
(tolerance + / - 1 m m ) , with wall
thickness 2.0 mm ( +/- 0.2 mm),
corners of the door frame to be
Jointed with galvanized brackets
and stainless steel screws, joints
mitred and Plastic welded. The
hinge side vertical of the frames
reinforced by galvanized M.S.
tube of size19 X 19 mm and 1mm
( +/- 0.1 mm) wall thickness and 3
nos. stainless steel hinges fixed to
the frame complete as per
manufacturer's specification and
direction of Engineer- in-charge
9.117.2 Extruded section profile size Metre 24 331.35 7952.4
Providing and fixing to existing
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
door shutters made of styles and
rails of a uPVC hollow section of
size 59x24 mm and wall thickness
2 mm ( +/- 0.2 mm) with inbuilt
edging on both sides. The styles
and rails mitred and joint at the
corners by means of M.S.
galvanised/ plastic brackets of
size 75x220 mm having wall
thickness 1.0 mm and stainless
steel screws. The styles of the
shutter reinforced by inserting
galvanised M.S. tube of size
mm) wall thickness. The lock rail
made up of 'H' section, a uPVC
hollow section of size 100x24 mm
and 2 mm ( +/- 0.2 mm) wall
thickness, fixed to the shutter
styles by means of
plastic/galvanised M.S. 'U' cleats.
The shutter frame filled with a
uPVC multi-chambered single
panel of size not less than 620
mm, having over all thickness of
20 mm and 1 mm ( +/- 0.1 mm)
wall thickness. The panels filled
vertically and tie bar at two
places by inserting horizontally 6
mm galvanised M.S. rod and
fastened with nuts and washers,
complete as per manufacturer's
specification and direction of
Engineer-in-charge. (For W.C. and
bathroom door shutter).
10.0 STEEL WORK
10.1S General
10.1 Structural steel work in single Kg 4800 117.35 563280
section, fixed with or without
connecting plate, including
25 cutting, hoisting, fixing in position
and applying a priming coat of
approved steel primer all
Providing and fixing 1 mm thick
M.S. sheet door with frame of
40x40x6 mm angle iron and 3
mm M.S. gusset plates at the
junctions and corners, all
necessary fittings complete,
including applying a priming coat
of approved steel primer.
for diagonal braces
Steel work welded in built up
sections/ framed work, including
cutting, hoisting, fixing in position
and applying a priming coat of
approved steel primer using
structural steel etc. as required.
27 ladder, railings, brackets, gates
and similar works
11.0 FLOORING
11.16S TILE FLOORING
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Providing and fixing 10 mm thick
acid and/or alkali resistant tiles of
approved make and colour using
acid and/or alkali resisting mortar
bedding, and joints filled with acid
and/or alkali resisting cement as
per IS : 4457, complete as per the
direction of Engineer-in- Charge.
In flooring on a bed of 10 mm
11.21.1 thick mortar 1:4 (1 acid proof
cement : 4 coarse sand)
11.41S VITRIFIED FLOOR TILES
Providing and laying Vitrified tiles
in floor in different sizes
(thickness to be specified by the
m a n u f a c t u r e r ) with water
absorption less than 0.08% and
conforming to IS:15622, of
approved brand & manufacturer,
in all colours and shade, laid on
20 mm thick cement mortar 1:4
(1 cement: 4 coarse sand) jointing
with grey cement slurry @3.3
kg/sqm including grouting the
joints with white cement and
matching pigments etc. The tiles
must be cut with the zero
chipping diamond cutter only .
Laying of tiles will be done with
the notch trowel, plier, wedge,
clips of required thickness,
leveling system and rubber mallet
for placing the tiles gently and
Glazed vitrified floor tiles polished
Glazed Vitrified tiles Matt/Antiskid
12.0 ROOFING
12.37S RAIN WATER SPOUT AND PIPE
Providing and fixing on wall face
unplasticised Rigid PVC rain water
pipes conforming to IS : 13592
Type A, including jointing with
seal ring conforming to IS : 5382,
leaving 10 mm gap for thermal
expansion, (i) Single socketed
13.0 FINISHING
13.1S CEMENT PLASTER (IN FINE SAND)
13.1 12 mm cement plaster of mix :
15 mm cement plaster on the
13.2 rough side of single or half brick
13.16S 6 mm CEMENT PLASTER
13.20S PEBBLE DASH PLASTER
13.26 Providing and applying plaster of Sqm 1680 262.7 441336
paris putty of 2 mm thickness
35 over plastered surface to prepare
the surface even and smooth
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
13.44S EXTERIOR FINISHING
Finishing walls with water proofing
cement paint of required shade :
applied @ 3.84 kg/10 sqm)
Finishing with Deluxe Multi
surface paint system for interiors
and exteriors using Primer as per
manufacturers specifications :
13.48.2 Painting wood work with Deluxe Sqm 100 176.25 17625
Multi Surface Paint of required
shade. Two or more coat applied
37 @ 0.90 ltr/10 sqm over an under
coat of primer applied @0.75
ltr/10 sqm of approved brand and
13.48.3 Painting Steel work with Deluxe Sqm 60 170.7 10242
Multi Surface Paint to give an
even shade. Two or more coat
38 applied @ 0.90 ltr/10 sqm over an
under coat of primer applied @
0.80 ltr/10 sqm of approved brand
and manufacture
16.0 ROAD WORK
16.1S ROADS
16.1 Preparation and consolidation of Sqm 15000 218.9 3283500
sub grade with power road roller
of 8 to 12 tonne capacity after
excavating earth to an average of
22.5 cm depth, dressing to
39 camber and consolidating with
road roller including making good
the undulations etc. and re-rolling
the sub grade and disposal of
surplus earth with lead upto 50
16.2 Extra for compaction of earth cum 12500 24.85 310625
work in embankment under
optimum moisture conditions to
give at least 95% of the
maximum dry density (proctor
16.3 Supplying and stacking at site.
compacting stone aggregate of
specified sizes to WBM
specifications in uniform
thickness, hand picking, rolling
with 3 wheeled road/vibratory
roller 8-10 tonne capacity in
stages to proper grade and
camber, applying and brooming
requisite type of screening /
binding material to fill up
interstices of coarse aggregate,
watering and compacting to the
required density .
16.30S PREMIX CARPET
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Providing and applying tack coat
using hot straight run bitumen of
grade VG - 10, including heating
the bitumen, spraying the
16.30 bitumen with mechanically
operated spray unit fitted on
bitumen boiler, cleaning and
preparing the existing road
surface as per specifications :
2 cm premix carpet surfacing with
1.8 cum and 0.90 cum of stone
chippings of 13.2 mm size and
11.2 mm size respectively per
100sqm and 52 kg and 56 kg of
hot bitumen per cum of stone
16.32 chippings of 13.2 mm and 11.2
mm size respectively, including a
tack coat with hot straight run
bitumen, including consolidation
with road roller of 6 to 9 tonne
capacity etc. complete (tack coat
to be paid for separately).
heated and then mixed with
solvent at the rate of 70 grams
per kg of asphalt
Providing and laying Bitumen
Penetration Macadam with hard
stone aggregate of quality, size
and grading as specified, with
bitumen of suitable penetration
grade, including required key
aggregate as specified, spreading
coarse aggregate with the help of
self propelled/ tipper tail mounted
16.36 aggregate spreader and applying
bitumen by a pressure distributor
and then spreading key aggregate
with the help of aggregate
spreader complete, including
consolidation with road roller of
minimum 8 to 10 tonne capacity
to achieve specified values of
compaction and surface accuracy
using coarse aggregate of size
50-20 mm graded @ 0.60 cum
48 per 10 sqm key aggregate of size
12.5 mm graded @ 0.15 cum per
10 sqm. With paving asphalt
grade VG - 10 @ 50 kg/ 10 sqm.
in two layers using stone
aggregate of size 63-41 mm
graded @ 0.90 cum per 10 sqm
key aggregate of size 20.0 mm
graded @ 0.18 cum per 10 sqm.
With paving asphalt grade VG - 10
@ 68 kg/10 sqm.
16.40S SEAL COAT
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
16.40 Providing and laying seal coat of Sqm 14100 88.55 1248555
premixed fine aggregate (
passing 2.36 mm and retained on
180 micron sieve) with bitumen
using 128 kg of bitumen of grade
50 VG - 10 bitumen per cum of fine
aggregate and 0.60 cum of fine
aggregate per 100 sqm of road
surface, including rolling and
finishing with road roller all
17.0 SANITARY INSTALLATIONS
17.1S General
Providing and fixing water closet
squatting pan (Indian type W.C.
pan ) with 100 mm sand cast Iron
P or S trap, 10 litre low level white
P.V.C. flushing cistern, including
flush pipe, with manually
controlled device (handle lever)
conforming to IS : 7231,with all
fittings and fixtures complete,
including cutting and making
good the walls and floors
wherever required:
51 pattern W.C. pan of size 580x440
mm with integral type foot rests
Providing and fixing P.V.C. waste
pipe for sink or wash basin
including P.V.C. waste fittings
17.28.2 Flexible pipe
Providing and fixing soil, waste
and vent pipes :
17.35.1.2 Centrifugally cast (spun) iron Metre 120 1180.75 141690
53 socket & spigot (S&S) pipe as per
Providing and fixing bend of
required degree with access door,
insertion rubber washer 3 mm
thick, bolts and nuts complete.
18.0 WATER SUPPLY
18.4S PP-R PIPES
Providing and fixing 3 layer PP-R
(Poly propylene Random
copolymer) pipes confirming to
IS:15801 UV stabilized & anti -
microbial fusion welded, having
thermal stability for hot & cold
18.6 water supply, including all PP - R
plain & brass threaded
polypropylene random fittings,
including trenching, refilling &
testing of joints complete as per
direction of Engineer-in-Charge.
18.15S BRASS FITTINGS
Providing and fixing brass bib
cock of approved quality :
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Providing and fixing C.P. brass
18.22 shower rose with 15 or 20 mm
C.I. SLUICE VALVES/ FIRE
HYDRANTS & FIXTURES
18.48 Providing and placing on terrace Per Litre 2000 11 22000
(at all floor levels) polyethylene
water storage tank, IS : 12701
marked, with cover and suitable
60 locking arrangement and making
necessary holes for inlet, outlet
and overflow pipes but without
fittings and the base support for
21.0 ALUMINIUM WORK
21.1S General
Providing and fixing aluminium
work for doors, windows,
ventilators and partitions with
extruded built up standard tubular
sections/ appropriate Z sections
and other sections of approved
make conforming to IS: 733 and
IS: 1285, fixing with dash
fasteners of required dia and size,
including necessary filling up the
gaps at junctions, i.e. at top,
bottom and sides with required
21.1 EPDM rubber/ neoprene gasket
etc. Aluminium sections shall be
smooth, rust free, straight, mitred
and jointed mechanically
wherever required including cleat
angle, Aluminium snap beading
for glazing / panelling, C.P. brass /
stainless steel screws, all
complete as per architectural
drawings and the directions of
Engineer-in-charge. (Glazing,
panelling and dash fasteners to
be paid for separately) :
21.1.1 For fixed portion
transparent or dyed to required
61 shade according to IS: 1868,
Minimum anodic coating of grade
For shutters of doors, windows &
ventilators including providing
and fixing hinges/ pivots and
making provision for fixing of
21.1.2 fittings wherever required
including the cost of EPDM rubber
/ neoprene gasket required
(Fittings shall be paid for
transparent or dyed to required
62 shade according to IS: 1868,
Minimum anodic coating of grade
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Providing and fixing glazing in
aluminium door, window,
ventilator shutters and partitions
etc. with EPDM rubber / neoprene
21.3 gasket etc. complete as per the
architectural drawings and the
directions of engineer-in-charge .
(Cost of aluminium snap beading
shall be paid in basic item):
63 thickness (weight not less than
Schedule Schedule A3-Execution of all works as detailed in schedule
Item- 4 For Brigge foundation, Sub structure & Retaining wall work under Non SERUSSOR 2021
S No. Item No Description of Item Unit Qty Rate Amount
from reputed manufacturer
conforming to: IS 455with latest
correction slips, including all
handling, loading, unloading, lead,
lift, descent, ascent,
transportation storage at site etc.
installation of rubberized level Metre
crossing pads of approved quality
and specification, as Rly. Track by
suitable clamping arrangements
to make rubberized road. The
road surface is to be prepared by
using multiple "set" of rubber
pads of length 1.20M each and
each set consist of 02 nos. rubber
pads placed inside the running
rails and 02 nos. outside the
running rail on RCC edge beam at
the edge to retain the assembly
as preapproved drawing. The
cement& steel for this will be
supplied by contractor and is
included in the rates. No separate
payment shall be made.
testing and commissioning of
Electric lifting barrier (ELB) which
includes excavation of pit, casting
of foundations, fixing of pedestals,
Boom rest etc., installation and
wiring of control panel, booms for
level crossing gate complete in all
respect including provision of
boom locking arrangements with
fixing of boom light box, stop
board boom rest and equipment
of operation of gate from control
panel, painting, lettering with
following accessories:- (i) 2 (two)
nos. lifting barriers with all
accessories. (ii) 1 (one) Control
panel (iii) Positive boom locking
arrangements for above.
(iv)Emergency crank handle
attachment (v) Timer unit to
adjust the time for operating the
barrier (vi) Fixing of
Hooters/Flashers on either side of
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
fixing of small board such as
curve/ LWR/SEJ/Bridge /Other
board as per requirement with
14SWG MS sheet, painting and
lettering with porcelain vitreous
enamel paint as directed by the
Engineer- in- Charge. The board
should be fixed to MS angle of
suitable size. The payment for
which will be made separately.
The size and detail of the board
shall be furnished by Engineer in -
5 5 Design of circuits and plans to suit Each 4.00 12533.00 50132.00
layout as per Signalling
Interlocking Plan of IBS/ABS/LC
GATE. This will include supply of
Control cum Indication panel
diagram, wiring diagrams (Indoor
and outdoor), Relay rack/Relay
arrangements, Bus bar details,
Fuse analysis, contact analysis,
Relay room tag block analysis,
panel tag block analysis, Power
panel diagram, IPS wiring
diagram, Auto change over
diagram, Power equipment
arrangement Axle counter wiring
diagram and all other relevant
drawings. Submission of Two sets
of prints with all correction for
Railway's approval. Approved
copy (06 Sets) of all drawings in
plastic folders along with the
original tracings in spiral bound
with editable AutoCAD file latest
version. Note: Here unit Each
means IBH/LC Gate/Auto Hut.
lifting barrier (ELB) 24V DC/110V
DC/110V AC without hand
generator having boom length of
9.76 meter/32 feet confirming to
IS: 277 or latest with Base metal
as IS: 513 grade CR3. The boom
shall be painted alternately with
300 mm bands of black and
yellow colour and additionally
provided with luminous stripes
(reflective tape) as per RDSO Drg.
No. RDSO/S 11600 or latest,
complete set as per Specification
No. RDSO/SPN/ 208/2012 Ver. 2
Amd.1.0 or latest. List of spares &
tool kit items mentioned in Para
10 of RDSO Specification shall
also be supplied. Inspection:
RDSO and spare items by
Representative of Railway
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
testing and commissioning of
Electric lifting barrier (ELB) which
includes excavation of pit, casting
of foundations, fixing of pedestals,
Boom rest etc., installation and
wiring of control panel, booms for
level crossing gate complete in all
respect including provision of
boom locking arrangements with
fixing of boom light box, stop
board boom rest and equipment
of operation of gate from control
panel, painting, lettering with
following accessories:- (i) 2 (two)
nos. lifting barriers with all
accessories. (ii)1 (one) Control
panel (iii) Positive boom locking
arrangements for above. (iv)
Emergency crank handle
attachment (v) Timer unit to
adjust the time for operating the
barrier (vi) Fixing of
Hooters/Flashers on either side of
per drawing no. E. Rly Signal
workshop/HWHs Drg No.
SW/SA/29/768 or latest. This
includes supply of 8 Nos. Key lock
'E' type with key as per
Specification No. IRS:S-30/64 or
latest conforming to Drg No.
3376/M with latest amendment.
Ward number to be decided by
Railway Engineer & to be fixed on
MS plate as mentioned in the
drawing and it includes supply of
all the nut and bolt with washer,
Anchor Bolt and Pad lock 6 (Six)
lever (make - Godrej or better)
with three keys etc, to make the
system complete functional.
Inspection: RITES
testing and commissioning of
Emergency Sliding Boom at LC
gates which includes casting of
total 10 nos. concrete foundation
including surrounding earthwork,
fixing of lock post, clamps,
welding of channel, cutting of rail
post if required as per site
condition. Note: All materials to
be supplied by the contractor
except Sliding Boom gates & key
10 10 Supply of PVC Insulated Single Kilometre 80.00 7832.00 626560.00
core Multistrand, unsheathed with
plain annealed/tinned copper
conductor 16/0.2 mm diameter as
per Specification No. IRS:S-76/89
or latest. Wire Colours shall be
decided by engineer-in-Charge.
Note: The requirement of
plain/tinned copper to be decided
by the Engineer in charge.
Inspection: RDSO
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
11 11 Supply of PVC Insulated single Kilometre 4.00 43745.00 174980.00
core cable multistrand,
unsheathed with plain
annealed/tinned copper conductor
7/0.75 mm diameter as per
Specification No. IRS:S-76/89 or
latest. Wire Colours shall be
decided by engineer-in-Charge.
Note: The requirement of
plain/tinned copper to be decided
by the Engineer in charge.
Inspection: RDSO
mm Single core Multi strands
copper conductor as per
Specification No. IRS:S-76/89 or
latest conforming to IS: 694/2010
or latest. Wire Colours shall be
decided by engineer-in-Charge.
Inspection: RDSO
Drawing No.SEM-2021, 19-D6, GI
pipe confirming to IS:1239 of
3.0mm thickness, 3.0 meter long,
50.0mm diameter, 5 mm
diameter drilled holes staggered
at distance of 150 mm.
Inspection: RITES
14 14 Excavation of earth pit, placing & Numbers 100.00 1791.00 179100.00
fixing of Earth electrode with
construction of cement enclosure
to SEM Drawing No. 19-D6 and
drawal of 6 SWG GI/Copper cable
from earth electrode to goomties,
relay room, cabin, station, etc.
and drawal of MS flat 35mm x
6mm for signal post/Location box
shall be used as the case may be,
including fixing at both ends of
the wire/MS flat. This includes
transportation of materials. Note:
Materials such as charcoals, salt,
sal ammoniac, 6 SWG GI wire,
copper lugs with Steel bolts &
nuts etc. shall be supplied by the
contractor. MS flat 35mm x
6mm/Copper cable shall be
supplied by Railway.
Flat Plate Strip as per IS: 226-
1975 or latest for earth
connection to Signal post, L/Box
etc. Inspection: Representative of
16 16 Supply of Thermo shrink jointing Numbers 20.00 3404.00 68080.00
(TSF) kits for jointing underground
Quad cable 0.9mm diameter
conductor for straight through
joint, condenser joints, Y-
(Derivation) joint, Loading Coil
Joint, Transformer Joint as per
Specification No. IRS-TC-77/2012
Rev.3 with Amd. 3.0 or latest.
Inspection: RDSO
17 17 Execution of Straight joint on Numbers 20.00 1437.00 28740.00
Quad cable/ jelly filled Telecom
cable using Thermo-
shrink/Universal jointing kit
(RTSF). This includes excavation
of cable joint pit of size 1.2m x
1.2m x 1.0m for jointing of cables,
back filling and ramming after
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
18 18 Supply of Steel Apparatus case Numbers 60.00 17430.00 1045800.00
Full height as per Drawing No.
SK/Drg./OL/SER /198 with lock &
key ward No. will be decided by
site engineer as per Specification
No. IRS: S-10/78 with Rev. 8 or
latest. Hylam sheets not to be
supplied. This include one key &
handle for each four Apparatus
Case or minimum one. Inspection:
19 19 Execution of Full Apparatus Case Numbers 60.00 9147.00 548820.00
with earth excavation for pit,
concrete foundation, surrounding
earth work, erection and
installation as per Drawing No.
Con/SK/T/8 or latest and wiring to
be done as per SEM Drawing
No.19-D8 or as per direction of
site engineer. Supply and fixing of
Hylam sheet strip of appropriate
size of 3 mm or 6 mm as required
with hole for fixing of terminals,
fuse blocks, relay and other
accessories for signal/track
circuit, termination of cable with
number embossed ferrules,
bunching of cables with PVC tape,
proper soldering of cable armour
with earth catenary wire, earthing
of cable armour as required.
Writing & terminal description
including Painting of the
apparatus case inside and outside
after clearing the surface
thoroughly and first coating of
anticorrosive paint and
subsequent two coats of
Aluminium paint outside and red
oxide inside and lettering etc.
This also includes transportation
of 25 mm/12mm Hylam sheet for
shelf or as required and also
includes minor modification in
L/Boxes as per site requirement.
The contractor shall supply 4 no.
of foundation nuts & bolts of size
22 mm dia. x 450 mm long with 2
flat spring washers, with each nut
& bolts, sand for filling up cable
pit inside the apparatus case
including plaster and bolts, nuts,
screws, MS Clamps for fixing
equipment/cable. Note: - Part
payment shall be released after
completion of- (i) Foundation-
40%, (ii) Erection - 10%, (iii)
Wiring, earthing, testing - 20%,
(iv) Painting, writings - 10%, (v)
Plastering, sand filling & etc. -
10%, (vi) Commissioning - 10%.
Terminal block as per
Specification No. IRS:S-75/2006
Rev. 2.0 or latest as per IRS Drg.
No. SA-23756 Alt-3 or its latest
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
21 21 Supply of Non-Deteriorating type Numbers 200.00 55.00 11000.00
of low voltage electric fuse for
Railway signalling use, fuse with
cylindrical cap without indication,
cylindrical fuse as per
Specification No. IRS:S-78/2006 or
latest. ND Fuse Cylindrical Type
22 22 Supply of PBT fuse base block as Numbers 200.00 109.00 21800.00
per Specification No. IRS:S-
75/2006 Rev. 2.0 or latest as per
IRS drawing No. SA: 23748 with
alt 4 or its latest amendments
23 23 Supply of metallic Colour Light Numbers 12.00 21346.00 256152.00
Signal, Multi Unit type Four
Aspect complete but without lamp
holder, lenses & transformers as
per IRS:S-26/64 or latest and
RDSO Drawing No. SA23001 A/M
(Adv.) or latest. Mounting socket
including its material shall be as
per RDSO Drawing No. S 23005/M
or latest for mounting on 140 mm
outside diameter post. Inspection:
24 24 Supply of metallic Colour Light Numbers 20.00 16711.00 334220.00
Signal, Multi Unit type Two Aspect
complete but without lamp holder,
lenses & transformers as per
IRS:S-26/64 or latest and RDSO
Drawing No. SA23003 A/M (Adv.)
or latest. Mounting socket
including its material shall be as
per RDSO Drawing No. S 23005/M
or latest for mounting on 140 mm
outside diameter post. Inspection:
25 25 Transportation and installation of Numbers 20.00 10788.00 215760.00
2-Aspect Signal Post for MACLS as
per drawing no. Con/SK/T/12 or
SEM-Drawing No. 19-D3 or
RDSO/M-00011RU dated 12.01.18
or latest complete with signal
units, base, ladder and other
fittings, excavation of earth pit,
casting concrete foundation,
erection of posts, thereof as
specified in the note given in
drawing, fixing of complete
fittings of the signals with
necessary earth screen protection
arrangement as required
including termination of cables,
painting and lettering as required.
Foundation nuts & bolts of
appropriate size as per above
drawings or latest as per RDSO
Drawing No. SA-116 A/M
confirming to IS: 226 and IRS:S-
10/78 Rev.8. or latest to be
26 26 Supply of metallic Colour Light Numbers 12.00 18910.00 226920.00
Signal, Multi Unit type Three
Aspect complete but without lamp
holder, lenses & transformers as
per IRS:S-26/64 or latest and
RDSO Drawing No. SA23002 A/M
(Adv.) or latest. Mounting socket
including its material shall be as
per RDSO Drawing No. S 23005/M
or latest for mounting on 140 mm
outside diameter post. Inspection:
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
27 27 Transportation and installation of Numbers 24.00 11520.00 276480.00
3/4 - Aspect Signal Post for MACLS
as per Con/SK/T/12 or SEM-
Drawing No. 19-D3 or RDSO/M-
00011RU dated 12.01.18 or latest
complete with signal units, base,
ladder and other fittings,
excavation of earth pit, casting
concrete foundation, erection of
posts, thereof as specified in the
note given in drawing, fixing of
complete fittings of the signals
with necessary screen protection
arrangement including
termination of cables, painting
and lettering as required.
Foundation nuts & bolts of size
appropriate size as per above
drawings or latest as per RDSO
Drawing No. SA-116 A/M
confirming to IS: 226 and IRS:S-
10/78 Rev.8. or latest to be
(Seamless) Post for Colour Light
Signal as per Specification No.
IRS:S-6/81 or latest to suit
140mmm dia. base. Inspection:
Colour Light Signal as per RDSO
Drawing No. SA-23153 (Adv.) or
latest and Stage with Ladder
foundation as per Drawing No. S-
2033/M (IRS) or latest & as per
Specification No. IRS:S-10/78 &
IS:210 or latest. Inspection: RITES
30 30 Supply of Negative Bus Bar of size Metre 20.00 975.00 19500.00
20 mm X 5 mm made of copper
bar with brass screw & washer
minimum length of one piece is to
be 0.3 m. The bar and screw
should be nickel plated.
Inspection: Representative of
Neutral Line Relay, AC immune,
plug-in type, working over 24V DC
and having 8F/8B metal to carbon
contact with plug board, retaining
clip and connectors confirming to
Amd.1 or latest, IRS:S 34/68
Amd.6 or latest & IRS:S 23/88
Amd.1 or latest. The interlocking
code for this unit shall be
"ABDGH". Inspection: RDSO
Neutral Line Relay, Non-AC
immune, plug-in type, working
over 24V DC and having 8F/8B
metal to carbon contact with plug
board, retaining clip & connectors
conforming to BRS:930A, and
IRS:S 34/68 Amd.6 or latest &
IRS:S-23/88 Amd.1 or latest. The
interlocking code for this unit
shall be "ABCDF". Inspection:
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
33 33 Supply of MS Cable termination Numbers 8.00 15000.00 120000.00
Racks (CTR) as per Drawing No.
SK/DRG/OL/SER/197 or latest and
must be powder coated of stone
grey colour. Inspection:RITES
34 34 Transportation, grouting/erection, Numbers 8.00 51944.00 415552.00
fixing and installation of Cable
Termination rack (CTR), fixing of
MS Wiring ladder from relay rack
to CTR, and on to top of the CTR-
including supply of 3/6mm Hylam
sheet of required size for fixing
terminal blocks & writing terminal
description, termination of cables,
bunching of cables by PVC tape
and earthing of cable armours,
painting, lettering as required.
The contractor shall draft terminal
analysis chart on the white bond
paper of appropriate size & supply
wiring materials like eyelets of
sizes, trough, condensers and
resistances as per required
capacity, HV protection cover with
fixing top caps and danger
symbol, soldering material of
approved quality etc. shall be
supplied by the contractor.
Cement, stone chips and sand as
required for mounting CTR, Sand
for filling of cable pit and other
required masonry work, Sundry
materials such as MS
plate/angles, MS wiring ladders as
per approved Drawing, , Anchor
bolt 5/8" X 9" with nut and
washers -4 No., Nickel plated
screws 2BA X1" with nuts and
washers for fixing Hylam sheet,
numbers embossed ferrules 2.5
sq. mm, PVC bunching tapes and
buttons, paint synthetic enamel of
smoke grey colour for painting,
MS clamps with bolts and nuts of
sizes, D-bracket and 60mm
insulator, for fixing cables, screws
of sizes as required shall be
supplied by the contractor. Cables
should be routed properly through
Relay Rack as per Drawing No.
SK/DRG/OL/SER/192, Sheet 1 and
2 or latest and must be powder
coated of stone grey colour.
Inspection: RITES
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
36 36 Transportation, Grouting/Erection, Numbers 8.00 47638.00 381104.00
wiring as per approved wiring
diagram on 19" Relay
rack/Composite/Q-Series Relay
Rack with subsequent alteration.
This includes supply of 3/4 X 9"
anchor nuts & bolts, washer, D-
bracket & 60mm insulator, supply
& fixing of M.S. ladder as per
requirement for rack to rack
connection, on CTR and control
panel, fixing of plug boards,
relays, terminal blocks, terminals,
filter units, tag blocks, fuses, bus
bars, shelves, strips, 6mm Hylam
sheet of required length for
writing terminal description etc.,
fixing and termination of cables
on the relay racks with number
embossed ferrules, bunching of
cables with PVC tape, earthing of
cable armour including painting
and lettering. Wiring and testing
of complete relay rack
accommodating all relays as per
wiring diagram. Cement, stone
chips & sand as required for
mounting to be provided by
contractor. All materials such as
eyelets, Hylam sheets, ferrules,
trough etc., if required for
modification of rack shall be
supplied by the contractor and to
be carried out at site with no
extra cost to the Railway.
37 37 Supply of Data logger system for Numbers 4.00 395997.00 1583988.00
Railway S&T Installations with 512
Digital and 32 Analog inputs as
per Specification No. IRS:S-
99/2006 (Amdt-3) or latest with
power supply arrangement
(batteries and charger), fault
diagnostic PC & software for
failure analysis and E1/64 Kbps
Voice Channel/Optical modem
card. It includes: - CMU (i3 or
latest with 256 GB SSD or higher,
8 GB RAM), with UPS (minimum 6
hrs. battery backup) and printer-
01 No. Magnetic door lock coil to
be supplied along with
equipment. Inspection: RDSO
38 38 Installation, Wiring, Testing, Numbers 4.00 39600.00 158400.00
Validation & and commissioning
of Data logger with 512 Digital
and 32 Analog input with modem
as per Specification No. IRS:S-
99/2006 (Amdt-3) or latest.
warning bell hooter for L.C gate
and working on 110 VAC/24V DC.
The contractor should get
confirmation from Railway before
placing an indent to
manufacturer/supplier. Inspection:
Representative of Railway
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
panel Domino Type at Mid-section
interlocked LC Gate/IBS/Siding
motor operated point operation
panel /Non-Interlocking panel of
Single/Double line section as per
RDSO Specification No.
RDSO/SPN/186/2004Rev. 2.0 or
latest. Size of each Domino will be
54 x 34 mm2. Control Panel
includes panel rest, front and side
table, complete with switches,
push button, termination of
cables, painting and lettering as
required. This also includes 10%
spare of panel LED's, Dominos
and button assemblies, counter,
keys, buzzer etc. Note: Size of the
panel will depend upon the
number of Dominos required as
per Front Plate Diagram.
Inspection: Representative of
commissioning of the Control cum
Indication panel type at Mid-
section interlocked LC
Gate/IBS/Siding motor operated
point operation panel /Non-
Interlocking panel of
Single/Double line section as per
approved interlocking plan, FPD,
circuit diagram etc
42 42 Supply of Master Telephone Unit Numbers 4.00 51788.00 207152.00
with voice logging facility for LC
Gate Telephone System as per
Specification No. RDSO
/SPN/TC/51/2011 Rev 1.0 or
latest. Inspection: RITES
43 43 Supply of Slave Telephones unit Numbers 4.00 5734.00 22936.00
for LC Gate Telephone System as
per Specification No. RDSO
/SPN/TC/51/2011 Rev 1.0 or
latest. Inspection: RITES/Third
party insepction
44 44 Supply of Power Supply System Numbers 4.00 7139.00 28556.00
having both 12V & 24 V DC
Output including battery charger
with minimum 7AH, 24V DC MF
Battery. 12V DC supply shall be
connected to the Station
Telephone Unit & 24V DC shall be
fed to Line Circuit for LC gate
telephone system as per
Specification No. RDSO/SPN/TC-
51/2011, Rev 1.0 or latest.
Insepction: RITES/Third party
Signal Lighting unit working on
110V AC as per Specification No.
RDSO/SPN/ 199/ 2010 Rev 1.1 or
latest. Inspection: RDSO
46 46 Supply of Yellow aspect Main LED Numbers 70.00 8384.00 586880.00
Signal Lighting unit working on
110V AC as per Specification No.
RDSO/SPN/ 199/ 2010 Rev 1.1 or
latest. Inspection: RDSO
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
47 47 Supply of Green aspect Main LED Numbers 36.00 9945.00 358020.00
Signal Lighting unit working on
110V AC as per Specification No.
RDSO/SPN/ 199/ 2010 Rev 1.1 or
latest. Inspection: RDSO
48 48 Transportation, Installation, Numbers 126.00 1099.00 138474.00
Wiring, Testing & Commissioning
of LED Signals Lamps for Main
signals Lighting Unit (i.e.
Red/Yellow/Green) as per
instruction of railway Engineer at
the site. Note: LED particulars
such as aspect, make, type, Sr.
No. etc. to be recorded in proper
in proper register.
49 49 Supply of Electric key transmitter Numbers 12.00 6523.00 78276.00
(EKT)/Rotary key transmitter
(RKT) as per Specification No.
IRS:S-21/2001 Rev 1.0 or latest &
Drawing No.SA-22601 or latest
with the keys and wards nos. will
be per instructions given by site
Engineer in charge. Inspection:
50 50 Transportation, installation and Numbers 12.00 1553.00 18636.00
wiring of Rotary key
transmitters/KLCR on Hylam sheet
board including wiring & fixing of
push button bell switch on Hylam
sheet of 12mm including
termination, painting & lettering.
The sundry materials such as
Hylam sheet, push bell switch etc.
to be supplied by contractor.
construct unit Maintenance Free
Earth for Single Earth consisting
as per Spec. No.
RDSO/SPN/197/2016 Ver 1.0 or
latest, bonding connections
drawing no. SDO/ RDSO/E&B/002
or latest are as under, (a) Copper
bonded steel electrodes of 3.0 m
long, 17.0 mm diameter with
copper bonding thickness of min
250 micron and UL listed and
marked -1 No. (b) Earth
Enhancement compound supplied
in sealed bags of min 30-35 Kg.- 1
No. (c ) Copper Strip of 200mm x
25mm x 6mm to exothermically
welded to Earth electrode- 1,No.
(d) Copper Strip of 300mm x
25mm x 6mm (MEEB) - 1 No.(e)
Copper Strip of 150mm x 25mm x
6mm (SEEB)- 1 No. It also
includes supply of (i) 35 Sq. mm
Multi-strand Single Core PVC
insulated Copper Connector as
per IS:694 for connecting Main
Earth Electrode to MEEB in the
equipment room in duplicate.-10
meter (ii) 16 Sq. mm Multi-strand
Single Core PVC insulated Copper
Connector as per IS:694 for
connecting MEEB to SEEB and
SPDs to MEEB.-10 meter (iii) 10
Sq. mm Multi-strand Single Core
PVC insulated Copper Connector
as per IS:694 for connecting
various equipment to SEEB- 10
meter. Inspection: RDSO
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
52 52 Installation of Single Maintenance Set 20.00 6098.00 121960.00
Free Earth pit as per RDSO
Drawing No. SDO / RDSO/
E&B/001 which includes the
Digging/Auguring/Boring of single
earth pit of 100mm to 125mm dia.
to the depth of approx. 3 meter.
b) Insertion of 3.0 meter
electrode and penetrating it
minimum 150 mm by pushing
gently with sledge hammer where
the natural soil is assumed. (c)
Filling of earth pit with Earth
Enhancement Compound (EEC) in
slurry form and backfilling. (d)
Carrying out exothermic weld
connection on single earth
electrode to a copper tape of 200
x 25 x 6 mm. (e) Carrying out
exothermic weld connection on
the copper tape of 200 x 25 x 6
mm on Earth Electrode for
connecting two 35 Sq. mm cables
for redundancy. (f) The
exothermic welding material for
bonding the earth system shall be
procured from RDSO approved
firms, which includes graphite
modules, clamps, weld metal
powders etc. (g) The dimension of
the chamber will be of 300 x 300
x 300 mm (inside dimension) of
RCC with 50mm thick and fine
finish, Inspection chamber should
be as per IEC 62561-5 or latest.
The top RCC cover size shall be
400 mm X 400 mm X 50mm. The
date of testing and earth
resistance value shall be written
on the cover with black base with
yellow paint or as per instruction
of site engineer.
based Integrated Power Supply
System (Mini IPS for LC gate) as
per Specification No.
Amdt.1 or latest and conforming
to SE Railway Drawing
No.SK/DRG/OL/SER/237 dated
16.09.2011 along with 2V/120 AH
Low maintenance Lead Acid
(LMLA) Battery Bank with
complete accessories required for
installation of IPS Cables: i)
Between IPS System to ASM
Panel-12 Core x 1.5 sq. mm = 35
mtrs, ii) System to Battery Bank-
10 sq. mm =25 mtrs. Tools &
Spare: It is to be supplied as per
Annexure I & IV of RDSO
specification. Inspection: RDSO
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
54 54 Transportation, installation and Numbers 220.00 576.00 126720.00
charging of 2V lead acid type
Secondary Cell and preparation of
electrolyte for each cell. Charging
to be done as per OEM's
instruction with uninterrupted
power supply in presence of
Railway representative. After
charging, it should be kept at the
dedicated location as per use.
Note- If power is not available at
site of work, charging may be
done at nearby location as per
convenience of the railway. This
includes transportation of
uncharged cells at the site of
charging, supply of acid, distilled
water at the site of charging and
transportation of charged cells
back to the site of work.
Commissioning of SMPS based
Integrated Power Supply System
as per Specification No.
RDSO/SPN/165/2023 Ver. 4.0,
Amdt.1 or latest and conforming
to SE Railway Drawing No.
SK/DRG/OL/SER/251, dated
56 56 Excavation of trench in all kinds of Kilometre 20.00 95893.00 1917860.00
soils including soft rocky area and
clearing of roots of trees, rocks,
bushes, ballast & reconditioning
etc., including bailing out water
and disposal of extra soil
including back filling with
excavated earth and ramming of
trenches after cable laying for the
following depths and widths as
specified in Technical Circular No.
2 of 1988 & 01/2010 issued by
CSTE/SER. Note:- In case,
trenches are other than
prescribed depth & width,
Proportionate payment shall be
released. Depth 1.2 meter, Width
57 57 Excavation of trench in all kinds of Kilometre 8.00 79869.00 638952.00
soils including soft rocky area and
clearing of roots of trees, rocks,
bushes, ballast & reconditioning
etc., including bailing out water
and disposal of extra soil
including back filling with
excavated earth and ramming of
trenches after cable laying for the
following depths and widths as
specified in Technical Circular No.
2 of 1988 & 01/2010 issued by
CSTE/SER. Note:- In case,
trenches are other than
prescribed depth & width,
Proportionate payment shall be
released. Depth 1.0 meter, Width
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
58 58 Excavation of trenches including Metre 1000.00 589.00 589000.00
clearing of roots of trees etc.in
hard/rocky soil by chiselling up to
a depth of 0.5 meter to 0.8 meter
and width 0.3 meter at the
bottom, supply & placing split
RCC pipes with collar (for jointing
pipes) of 100 mm nominal
diameter to Spec. No. IS: 10262-
1982 or latest and IS-456-2000 as
per SEM Drawing No. 15-D3
(Sheet-2) on sieved soil of 30mm
over cable and concreting(1:2:3)
throughout the length upto a
layer of 75mm approximately,
then back filling the trench by
digging and carrying earth from a
distance of maximum 30 meters
and then ramming of soil after
cable laying. This includes Split
RCC Pipes with collar and all the
materials for concreting are to be
supplied by the contractor.
Materials inspection shall be done
by Railway Site Engineer.
Inspection of supply items:
Representative of Railway
(Signal/Quad/Power) in the
excavated trench to Drawing No.
CON/SK/T/5 or latest. Supply and
transportation of 'U' clamps,
anchoring of cable at every 10
metres interval with 'U' clamp on
trench to Drawing No. CSTE/CON
/CABLES/81 or latest. Supply,
transportation, and placing of
cable demarcating led belt to
Drawing No. CON/SK/T/6 or latest
punched at an interval of 30
metres and wrapped round each
cable throughout the cable route
and also at every track/Road/
platform crossing as above
specified in Technical Circular No.
2/1988 & 01/2010 issued by
CSTE/SER or as per latest
guidelines and guarding the
cables. Collecting empty drums
with left over cable and to be
returned to the stores of stock
holder. Note: Cables will be
meggered before & after its
laying by contractor under
supervision of Railway
representative & Contractor will
submit their reports.
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Section Digital Axle Counter
(MSDAC) complete with all
accessories, Cable required with
each track device & Card Viz.,
Axle Detectors, Track Side
Electronics/DAC field units,
Central Evaluator, Relay unit,
Event logger, Diagnostic terminal
etc. required for different
Detection Points & Track Sections
as per Specification No.
RDSO/SPN/176/2013 Ver.3 or
latest. All the equipment including
toolkit & Diagnostic PC to be
supplied as per annexure-A1, C1
of SER S&T SOR. Supply of
Maintenance free earth &
Location/Mushroom as per RDSO
& OEM requirements to make the
system complete functional. Due
to limitation of characters in a
cell, for Annexures please read
SOR documents. Note: Per DP
supply includes all accessories
such as cables for wiring, relays,
different indoor & outdoor cards,
earthing of DP,
L/Boxes/Mushroom, LV etc.
Inspection: By RDSO Note: Here
Each means Per DP.
Commissioning of Multi section
digital axle counter (MSDAC) as
per Specification No.
RDSO/SPN/176/2013 Ver.3 or
latest & as per annexure-B1 of
SER S&T SOR including all
accessories to make the system
complete functional. Due to
limitation of characters in a cell,
for Annexures please read SER
S&T SOR documents. Note: Here
Each means Per DP.
62 62 Excavation of trench in all kinds of Metre 2000.00 691.00 1382000.00
soils including soft rocky area and
clearing of roots of trees, rocks
etc. to a depth of 1 metre and
width 0.3 mtr. For Track/ pucca
road/platform crossing/ level
crossing as per SEM Drawing
No.15-D5 including supply,
transportation and laying of DWC
pipes (full) with collar(for jointing
pipes) Inner diameter/Outer
diameter:103mm/120mm to
Specification No.14830(Part-
2):2001 as per SEM Drawing No.
15-D4,in trench and drawing of
cable through DWC pipes with
collar(for jointing pipes) including
back filling and ramming after
cable laying as specified in Tech.
Circular No. 2 of 1988 & 01/2010
issued by CSTE/SER for S&T
Cables (Cable laying charges is
included). This includes repairing
and plastering of platform/pucca
road after cable laying. Material
inspection shall be done by
Railway Site Engineer. Inspection
of supply items: Representative of
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
Rules (SWR) in English on the
basis of station working rule
diagram and gate working rule
diagram to be supplied by the
contractor. Submission of two
draft copy to railway for checking
and resubmission of draft in three
copies for approval of division
after making corrections. Editable
Soft copy to be supplied in pen
Rules (SWR) in Hindi/Regional
Language of that station on the
basis of station working rule
diagram and gate working rule
diagram to be supplied by the
contractor. Submission of two
draft copy to railway for checking
and resubmission of draft in three
copies for approval of division
after making corrections. Editable
Soft copy to be supplied in pen
English finally approved by
railways along with spiral binding.
This has to be done after CRS
sanction has been obtained.
Hindi/Regional Language of that
station finally approved by
railways along with spiral binding.
This has to be done after CRS
sanction has been obtained.
67 67 Preparation of Gate Working Rules Set 4.00 7308.00 29232.00
(GWR) in English on the basis of
station working rule diagram and
gate working rule diagram to be
supplied by the contractor.
Submission of two draft copy to
railways for checking and
resubmission of draft in three
copies for approval of division
after making corrections. Editable
Soft copy to be supplied in pen
68 68 Preparation of Gate working rules Set 4.00 7308.00 29232.00
(GWR) in Hindi/Regional Language
of that LC Gate on the basis of
gate working rule diagram to be
supplied by the contractor.
Submission of two draft copy to
railways for checking and
resubmission of draft in three
copies for approval of division
after making corrections. Editable
Soft copy to be supplied in pen
English finally approved by
railways along with spiral binding.
This has to be done after CRS
sanction has been obtained.
Hindi/Regional Language that LC
gate finally approved by railways
along with spiral binding. This has
to be done after CRS sanction has
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
71 71 Supply, transportation and fixing Numbers 400.00 576.00 230400.00
of RCC Cable Route Marker as per
SEM drawing No. 15-D1 or latest.
Inspection: Representative of
'P'/'G'/'C'/'A'/'AG'/'IB'/Marker/Arrow
marker/ Signal Number plates
with complete fittings as per site
following types of C.T. Box
(Aluminium/Wago type) and
termination of cable as per details
of jointing schedule approved by
the Railway Engineers. 20 pair
C.T. Box/Krone type DP Box
16 SWG CRC sheet with
disconnection and reconnection
(wago type). The CT Box should
be grey colour powder coated
with terminal, washer, nut & bolt
should be of brass. There shall
also be locking arrangement.
Inspection: Representative of
75 75 Transportation of cables in rolls Kilometre 104.00 2328.00 242112.00
with or without wooden drums
(S&T Cables) from concerned
store to the site of works. Note:
The unit Drum-KM indicates Drum
X length of cable in that drum. It
doesn't have any significance
over the distance it has to be
carried for execution of the work.
For illustration - 1 Drum having
1Km of cable when transported
for any distance will be paid this
amount.Note: Here unit Kilometre
means Drum-Kilometre
76 76 Supply of PVC Insulated Copper Kilometre 100.00 214772.00 21477200.00
Conductor, Underground,
Unscreened Cable of 12 Core x
1.5 Sq. mm for Railway Signalling
as per Specification. No. IRS:S-
63/2014 Rev.4.0 or latest.
Inspection: RDSO
Underground Railway Jelly filled
Telecom 6 Quad cable having 0.9
mm diameter for Signaling &
Telecom installations as per
Specification No. IRS: TC-30/2005
Ver.1, Amd. 5 or latest.
Inspection: RDSO
Magneto Telephone (DTMF) as per
Specification No. IRS: TC/79/2000
with amd 4.0 or latest.
testing and commissioning of
Magneto Portable Telephone
(desk type) as per specification
IRS/TC/79/2000, Amdt 4 or latest
including supply of dry cell
SER-CONST-HQ-ENGG/SOUTH EASTERN RLY
80 80 Preparation and Supply of station Station 4.00 16056.00 64224.00
working rule Diagram
(SWRD)/Gate working Rule
Diagram (GWRD) based on
approved Signal Interlocking Plan
(SIP) for station, LC Gate, IBS &
ABS. Inspection: Consignee. Note:
The contractor shall supply
tentative SWRD/GWRD in paper
print (04copies) for approval of
Railway along with AutoCad file.
After getting approval on
tentative SWRD, the final
SWRD/GWRD shall be submitted
in tracing paper (01 copy). After
getting approval, 6 copies in
paper print/Ammonia print and
scanned copy of approved SWRD
and the AutoCAD file final version
to be shared as soft copy with
Railway in suitable storage
device. Station, LC Gate, IBS &
ABS Upto 04 lines. Here unit
Station means Per Station
installation of RCC joint chamber
with two piece top cover and
bottom cover with holes for
drainage and cable entry, as per
Drawing No. RDSO/TCDO/COP-
21(a).This includes trenching for
jointing pit, back filling and
ramming of the pit after placing
the joint closure and cable loop in
the chamber including dry sand
upto 600mm height without
causing any damage to same and
consolidation of soil as well as
disposal of excess soil.
including supply of Split RCC pipe
as per Spec. No.IS: 10262-2019 or
latest and IS-456-2000 & SEM
Drawing No.15-D3 having plain
ends with their jointing loose split
collar half round of size 200 mm
(inner diameter)/25mm thickness
at site over the single/multiple
cable laid in the trench.
Inspection of supply items by
Representative of Railways.
Item Breakup - B-Execution of all works as detailed in schedule (Item Directory - Not Applicable)
For utility shifting Work under NS Lumpsum items/SERUSSOR 2021/CPWD DSR 2023 & S&T SERSOR 2021 Total 41631534.00 Schedule C-Execution of all works as detailed in schedule (Item Directory - Not Applicable) (Item Directory
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