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Tender Value
₹4.0 Cr
EMD Value
₹3.5 L
Closing Date
17 Dec 2025, 3:00 pmClosed
At TSK division- North Lakhimpur-Dhemaji(SL)-TBCSR(H-Beam)-926 Nos and TRR(P) on Bridges -0.500Tkm
01-TSK-ENGG-67-2025~NFR
01-TSK-ENGG-67-2025
Open
Works - General
9 Months
Lakhimpur, Assam
₹0
₹3.5 L
17 Dec 2025
26 Nov 2025
3 Dec 2025
A-IRUSSOR Items in connection with the work - North Lakhimpur- Above/
B-NSR Items in connection with the work - North Lakhimpur- Above/
Beam)-926 Nos and TRR(P) on Bridges -0.500Tkm
Item- 1 IRUSSOR ITEMS
S No. Item Description of Item Unit Qty Rate Amount
TINSUKIA DIVISION-ENGINEERING/N F RLY
1 041370 Supplying fabricating and erecting welded MT 5.00 138571.69 692858.45
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 plates only.
Insertion of rails of all types & length in track,
laid on any type & density of sleeper to the
specified gauge under traffic block. Rates
include fastening of rail with sleepers with
standard set of fastenings and fixing of fish
plates and bolts or, if required, providing gap
for welding and stacking of released material
without infringement within 250m as
directed by Engineer-in-Charge. Note: Rail
drilling and cutting to be paid separately.
2 061032 For Casual/Scattered Rail Renewal work RM 2000.00 42.26 84520.00
Fixing of fish plates with fish bolts on a joint
of all rail sections duly lubricating fish
plates/bolts with contractor's grease graphite
in running track condition including
transportation of fish plates and fish bolts
from nearest station / store / level crossing.
Note: Rail cutting & drilling to be paid
4 063090 Lubrication of ERCs and its liner contact area ERC 2500.00 6.27 15675.00
by removal of ERCs and Metal / GFN liners in
rail panel, cleaning of rust / scale of ERC,
Metal / GFN liners & SGCI insert by using wire
brush, scrapper / sand emery paper etc
supply and application of graphite grease, as
prescribed by Railway for under side of liners
& corresponding area of rail foot & SGCI
insert with ERCs and re-fixing the same as
per procedure prescribed in latest edition of
IRPWM with contractors grease and all other
tools & plants complete and as directed.
Note: Each ERC in this item shall constitute 1
ERC and its Liner Contact area.
5 065020 Renewal of existing SEJ with improved SEJ Set 14.00 9692.04 135688.56
with PSC sleepers under traffic block
conditions as per approved drawing including
fixing of special size bearing plate, rubber
pad and other sleeper / rail fittings, greasing
to the fittings, leading rails, sleepers &
fittings to site, leading and stacking of
released materials within a lead of 250m,
cutting of Rails, drilling of holes, fixing of
related fittings, providing temporary
connection with fishplates till welding of SEJ
is done and sleepers shall be given initial
packing to make track fit for 20KMPH speed.
Note: (1) Rail cutting and hole drilling shall
be paid separately. (2) One set comprise
complete SEJ on both rails at SEJ.
TINSUKIA DIVISION-ENGINEERING/N F RLY
6 065040 Dismantling & removing existing SEJ (Switch Set 14.00 10578.64 148100.96
Expansion Joint) assembly during line block
and its replacement with plain track as of
adjoining section with all fittings including
rail cutting and drilling of holes and renewal
of special sleepers with PSC Sleepers as
directed and aligning rails, providing
fishplates and bolts/ temporary connection
with adequate welding gap with adjoining rail
and ensuring proper track geometry for 30
kmph speed. The release material shall be
stacked as directed by Engineer in charge.
Recoupment of ballast in running line with
railway's stone ballast from existing stacks
available along alignment either on top of
cutting or on cess or at toe of bank by head
leads or by any other means and spreading
to make up deficiency in the required profile
with contractor's labour, tools & plants, as
directed by Engineer-in-charge. Note:
Payment shall be made based on ballast
stack measurement.
7 082011 For average lead up to 50m and lift up to 5m cum 1200.00 124.96 149952.00
8 083010 Lifting and packing for regrading the existing TRM 1200.00 201.22 241464.00
PSC sleeper track to required height / level in
stages not exceeding 75mm or part thereof
at a time, providing permissible ramp for the
track, insertion of moorum / sand / stone
ballast uniformly under the existing track and
placing the same to safe approved gradient,
gauge, cushion including levelling and one
round of through packing to allow train
movement at restricted speed of 30 kmph
for a specified length with all leads & lifts and
fixing, marking, painting rail level pegs at
every 30m interval. Note: Lifting of track
shall be done in stages as per procedure
prescribed in latest edition of IRPWM to get
the proposed final level as per approved
working profile, as directed by Engineer in-
9 083030 Boxing and profiling of ballast as per TRM 2000.00 29.56 59120.00
procedure prescribed in latest edition of
IRPWM including cess dressing on both sides
of track. The work will include removing
excess ballast from track and putting the
same in crib and shoulder by leading to a
maximum of 50m including crossing of track,
deweeding on ballast section etc and as
directed by Engineer-In charge.
TINSUKIA DIVISION-ENGINEERING/N F RLY
25mm gap 'in-situ' welding during traffic
block using Railway's welding portion and
finishing of weld to meet the prescribed
tolerances and pass all stipulated tests with
all required labour, materials, consumables,
tools, equipments etc. to complete the work
in all respect as per IR's "Manual for Fusion
Welding of Rails by Alumino - Thermic
Process" with latest correction slips, including
marking of welded joint, painting weld collar
with anticorrosive paint, restoration of track
near weld joint to original position and fixing
of joggled fish plate at new weld, to be
removed after passing of weld in USFD test
as directed by Engineer in charge. Note: 1.
Welding portion and related accessories as
per Annexure - I shall be supplied by
Railways. All other items required shall be
supplied by the Contractor. 2. Welding shall
be carried out only by trained welder having
valid competency certificate. 3. Hydraulic
Weld trimmer shall be used for chipping and
profile Grinder for finishing. 4. Required nos.
of Joggled fish plates shall be supplied by
Railway at nearest P. Way Stores and the
same shall be returned at nearest P. Way
Store or at other location as per direction of
Engineer-in-Charge after release from track.
crucible fitted with Automatic Tapping
Thimble Technology, 3 pieces Mould (Zircon
washed) and Compressed Air Petrol heating
Shifting & pairing of rails / panels unloaded
alongside existing running track to adjoining
formation of a new line including crossing of
one track, duly lifting & pushing rail / panel
without damaging it and taking all necessary
precautions, so as not to infringe the running
track, as directed by Engineer in-charge.
Note: The rail barricading, if disturbed during
working, should be restored to its original
condition by the agency including re-fixing &
concreting as required.
11 122013 For rails/panels of more than 13m and up to RM 2000.00 33.17 66340.00
40m length - Under Traffic Block
12 123070 Linking of track on Girder Bridge with Steel TRM 1000.00 662.26 662260.00
Channel/H-beam sleepers as per approved
drawings including leading of running and
guard rails, sleepers and fittings, bending of
guard rails, notching, drilling of holes, cutting
of rails etc. as per IRPWM with latest
correction slips and making track structure fit
for normal speed. N o t e : 1) Rails, Steel
Channel/H-beam sleeper and all fittings will
be supplied by Railways. 2)Transportation of
track material if supplied beyond 250m of
bridge approaches, shall be paid separately
under relevant item.
First or Second Through Packing of track of
all sleeper density including giving a general
lift, as desired to eliminate sag after Deep
Screening work, lifting of track, lowering of
track and major realignment of curves and
formation rehabilitation as per procedure
prescribed in latest edition of IRPWM. Note:
General lift is normally 25 mm and isolated
lift may be up to 50 mm.
13 131032 For PSC Sleeper Track with Sleeper Density TRM 1600.00 154.78 247648.00
TINSUKIA DIVISION-ENGINEERING/N F RLY
Pulling of welded rail panels to create a
specified gap under traffic block, including
opening of fittings & fastenings and re-fixing
them on track after pulling of rail and
creating standard gap for welding.
Fixing Joggled Fish Plates with bolt / clamp
(supplied by Railway from nearest SSE Store)
in running track conditions at welds on rail,
as directed by engineer in-charge (drilling of
holes in rail, if required, shall be paid
16 136100 Removing weeds & bushes in ballast section TRM 2000.00 16.74 33480.00
and cess up to 3.95m from centre line of
track in mid section & station yard, as
specified by Engineer in-charge including
disposal of branches, bushes outside
Anti-corrosive painting of rail on running
track of any sleeper density on web, foot etc.
including liner contact area (excluding
bottom of foot) and fishing plane as per
requirement with two coats of thickness of
100 microns each by bituminous black paint
confirms to IS-9862 of reputed make
including painting of liners, ERCs and
including surface preparation, as a complete
job as per procedure prescribed in latest
edition of IRPWM Note: 60% of payment shall
be made if painting on only gauge face side
Quick cutting with abrasive rail cutter of all
types of rail sections including wear
resistant, head hardened rails up to 110 UTS,
with contractors tools & plants, equipment,
consumable with all lead & lift etc. complete
as directed by Engineer in-charge. Abrasive
Rail Cutter will be as per RDSO Specification
No. TM/SM/1 (Rev. 01 of 2012) with latest
status of RDSO; Rail Cutting Wheel Abrasive
Disc will be as per RDSO Specification
No.TM/SM/2 (Rev. 01 of 2020)
Drilling holes of 16 mm to 32 mm dia. with
Rail Drilling machine including chamfering
with appropriate chamfering tools in all types
of rail section with contractor's tools &
plants, equipment, consumable with all lead
& lift etc. complete, as directed by Engineer
in-charge. Rail Drilling Machine will be as per
RDSO Specification No. TM/SM/3, dated
Loading, leading and unloading of 52Kg /
60Kg rail up to 13 metre length by Railway's
Rail Dolly / Dip Lorry to the nominated
location under traffic with line protection in
case road carriage is not possible with
different lead with a lift up to 5 metre during
TINSUKIA DIVISION-ENGINEERING/N F RLY
Loading, unloading and hauling of 52Kg /
60Kg rail more than 13 metre and up to 39
metre length by Railway's Rail Dolly / Dip
Lorry to the nominated location under traffic
and line protection in case road carriage is
not possible for different leads and lift up to
Unloading of rails of any section and length
from 13 metre to 39 metre, in neat manner
for Railway usage from departmental
material train (DMT) including lead up to 50
metre and lift up to 5 metre.
Loading, leading and unloading of PSC
Sleepers of 52Kg / 60Kg by Railway's Rail
Dolly/ Dip Lorry to the nominated location
under traffic in case road carriage is not
possible for different leads and lift up to 5
Km for every subsequent Km or part thereof
and up to 10 Km
Loading, leading and unloading of all types of
P.Way fittings and all other miscellaneous
material except Rails, sleepers, switches,
crossings, SEJs and Glued Joints by road
vehicles for different leads. Note: Lead shall
be the shortest motorable road length
between the points of loading and unloading.
over item no. 172047
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.
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.
TINSUKIA DIVISION-ENGINEERING/N F RLY
Unloading of Switches / Crossings / SEJ Rails /
Glued Joints of any rail section and length
with or without P.Way fittings & fastenings in
neat manner for Railway usage from
departmental material train (DMT) or
contractor's / Railway's Truck/Trailer with
lead up to 250 metre & lift up to 5 metres.
Collection, segregation and stacking of
various scattered P.Way materials at
nominated stacking location with serviceable
and un-serviceable ones separately within a
lead up to 500 metre and lift up to 5 metre
including crossing of track(s) wherever
necessary as directed by Engineer-in-Charge.
36 173031 Rails, switches, crossings, SEJ, Glued Joints, MT 195.00 450.02 87753.90
Check Rails etc.
38 173033 P.Way fittings of all types and other similar MT 10.00 435.20 4352.00
Dismantling existing track on girder bridges
including guard rails and foot path etc.,
cutting existing SW panels / LWR, if required
into free rails of not less than 12 metre
length and leading all released materials to
nominated place within 50m of bridge
approaches and stacking the released
materials clear of infringements, as per
direction of Engineer-in-Charge. Note: Rail
cutting and drilling shall be paid separately.
40 192010 Removing existing Channel/H-Beam sleepers Each 926.00 314.40 291134.40
with fittings from the running track under
traffic block for TBTR & stacking the same
neatly at specified places with contractor's
tools & labour, as directed by Engineer in-
41 192030 Inserting in track Steel Channel/H-beam Each 926.00 365.36 338323.36
sleepers with all Railway supplied fittings
complete for TBTR work to specified gauge
under traffic block with contractor's tools
including aligning, levelling to make track fit
for 20 kmph speed and as directed by
Engineer in-charge. Note: Transportation of
track material if supplied beyond 250m of
bridge approaches, shall be paid separately
under relevant item.
42 193020 Renewal of existing running rail and guard TRM 1200.00 850.82 1020984.00
rails of all sections on bridge portion over
Steel Channel sleepers/PSC sleepers under
traffic block including leading of new rails,
fittings, refixing all the fastenings as per
approved drawings including cutting of rails,
drilling of holes to running and guard rails as
required as per drawing and leading back the
released rails and fittings and stacking at
nominated place clear of infringements with
all leads & lifts tools and consumables
complete and as directed.
43 195020 Fabrication & supply of Galvanized H-beam MT 135.00 157973.64 21326441.40
Sleepers made out of the materials
confirming to IS 2062 of standard Rolled
sections as per approved drawing Nos
RDSO/B/1636/4/R,5&9 complete and as
directed by Engineer-in charge. Note: Cost of
steel fittings and GRSP shall be paid
TINSUKIA DIVISION-ENGINEERING/N F RLY
Supplying & fixing of Anti-Skid MS / Stainless
Steel chequered plates on un- ballasted deck
bridge as per approved drawings, with
matching grade stainless steel fasteners as
directed by Engineer-in- Charge, on new
bridge or replacement of existing chequered
plates on old bridge including removal of old
chequered plates and stacking near
approaches of bridge, clear from all
infringement. Note: Joints of chequered
plates shall not fall in between sleepers
including removal of existing chequered
plates on Bridges. NOTE: Payment shall be
made only as per weight of new Chequered
45 201010 Manufacture and supply of Hook Bolt 28mm Kg 4300.00 213.30 917190.00
dia. & 320mm long as per RDSO Drg. no. BA-
1636/I/R2 from RDSO approved sources
Elastomeric Pads 25mm / 30mm thick and 4
nos of Grooved rubber pads as per RDSO
drawing No. B/1636/5 alt 2 to suit Insulated H
Beam sleepers from RDSO approved sources
with all contractor's material, lead, lift,
labour, tools, plant and transportation etc.
complete as per approved drawings and as
instructed by Engineer in-charge. Note: One
Set consists of 2 nos. Elastomeric Pad
25mm/30mm and 4 nos. Grooved Rubber
47 201080 Supplying of Zero toe load fixtures for H Set 926.00 5774.12 5346835.12
Beam sleepers of 52/60Kg Rails procured
from RDSO approved firms a s p e r RDSO
approved drawing with up-to-date correction
slips and specifications with all contractor's
lead, lift, labour, tools, plant, transportation
etc. complete as per instructions of Engineer
in-charge. Note: Complete fixture for 1
sleeper shall constitute 1 set.
Hiring of machinery for minor miscellaneous
works for short duration including
operator/driver, fuel, lubricants and
consumable. The contractor shall arrange all
statutory permits as required by rules and
regulations prevailing in the area of work.
Payment shall be made for actual working
48 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 150.00 1536.98 230547.00
crane of 12T capacity for misc. works of
handling of material
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