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Tender Value
₹58.4 L
EMD Value
₹1.2 L
Closing Date
10 Jul 2026, 11:00 am
Similar tender results from the same govt authority in the past 3 years.
Allied works to accommodate New UFWL (Under floor wheel lathe ) at TVC.
14-TVC-6-2026
14-TVC-6-2026
Open
12 Months
Unknown (Unspecified Location)
₹0
₹1.2 L
18 Jun 2026
18 Jun 2026
26 Jun 2026
SW-I Proposed slewing, reconstruction of Road 26 and 27 and extenstion of pit line, improvements
S No. Item No Description of Item Unit Qty Rate Amount
1 011010 Preparation of foundation for Embankment by 100 15.00 598.97 89.85
clearing, grubbing, stripping top soil (average Sqm
150 mm) and stacking beyond foundation area,
thereafter ploughing and pulverizing 150 - 200
mm of top of soil with tractor trolley, mixing
water to achieve OMC with water sprinkler or left
for natural drying, as required, and compaction
with vibratory roller of suitable capacity to
achieve 98% MDD for laying first layer of soil for
embankment construction.
Earthwork in filling in embankment, guide
bunds, around buried type abutments, bridge
gaps, trolley refuges, platforms etc. with
contractor's own earth conforming to Soil
Quality Class SQ1/SQ2/SQ3, after preparation of
foundations as applicable, benching in existing
banks wherever required, spreading in layers
with motor grader, bringing the moisture
content to OMC, mechanical compaction to
specified density a n d dressing of bank to final
profile as per RDSO Specifications:
RDSO/2020/GE: IRS-0004 with latest correction
slips. Note: 1) Foundation preparation, Benching
including additional earthwork on account of
this, wherever required, shall be paid extra
under relevant schedule item for benching. 2)
Payment for Earthwork under this item shall be
made based on the cross section measurements
calculated (i) with original ground profile of
existing bank based on initial ground levels
before doing benching and (ii) final profile of the
bank worked out with final levels as per
prevailing guidelines.
Dismantling and removing rail of all section &
length from track, laid on any type & density of
sleeper by removing fish plates, fastenings &
fish bolts and other materials including stacking
all released materials within an average
distance of 500 metres as directed by Engineer
in-charge. Note: 1.Cutting of rails shall be paid
separately. 2.Work to be done under traffic
4 061022 For Casual/Scattered Rail Renewal work RM 100.00 42.14 4214.00
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
w e l d i n g and stacking of released material
without infringement within 250m as directed
by Engineer-in-Charge. Note: Rail drilling and
cutting to be paid separately.
6 061032 For Casual/Scattered Rail Renewal work RM 100.00 44.61 4461.00
THIRUVANANTHAPURAM DIV-ENGG/SOUTHERN RLY
7 063080 Lubrication of Elastic Rail Clips on PSC sleepers ERC 1200.00 2.77 3324.00
as per procedure prescribed in latest edition of
IRPWM with Railway's grease.
Gas cutting of rail of various sections with
contractor's tools & plants, as directed by
engineer in-charge :
Under Traffic Block: Dismantling of existing BG
turnouts, diamond crossings and derailing
switches with all types of rails and sleeper
layout, removing rails, switches, crossings,
sleepers & fastenings, leveling of ballast to
correct profile & stacking all the released
materials, sleepers, fastenings, rails, switches &
crossings including segregating & stacking at
specified locations in a neat and countable
manner, within the lead of 250m & all lift, clear
of infringements, crossing of track, if any
complete, as directed. Note: 1. This item shall
be operated only when existing turnout is
replaced either with new turnout in case of TTR
or with plain track when existing turnout is no
more required at that location. 2. Rail cutting
will be paid extra under relevant item. 3. Laying
of new turnout or plain track on prepared ballast
bed, as required, shall be paid separately under
10 071030 Dismantling the existing BG Buffer-stop laid with Set 1.00 6872.23 6872.23
rails & wooden/ST sleepers including leading the
dismantled Buffer stop materials to nominated
places within station yard limits and stacking as
material-wise and classification-wise duly
releasing all fittings carefully without causing
any damage with all contractor's labour, tools,
with all lead and lifts, crossing of tracks if any,
etc., complete as directed by the Engineer-in-
Laying and linking all types of turnouts,
diamond crossings and Derailing switches with
52Kg / 60Kg rail section on PSC sleepers on
ballast bed, prepared after dismantling &
removal of existing turnout/normal line during
TTR/yard remodeling under traffic block, as per
standard drawing, duly leading sleepers, rails,
switches, crossings, fastenings including rail
cutting, drilling, fixing of all components, fittings
with housing of tongue rails as per requirement
of signaling, preparing ballast bed, filling and
spreading of ballast as required, linking of
turnout with track, attending track parameters
including lifting, providing one round of packing
to make track fit for 20 kmph speed including
lubrication of fittings/fastening, complete as
directed by Engineer in-charge. Note: Payment
for dismantling & removal of existing
turnout/normal line, transportation/stacking of
released material and preparing of ballast bed is
not included in this item and shall be paid under
12 083030 Boxing and profiling of ballast as per procedure TRM 200.00 31.04 6208.00
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.
THIRUVANANTHAPURAM DIV-ENGG/SOUTHERN RLY
Manufacturing and Supply of Alumino thermic
welding portions of 52Kg/60 Kg/60EI-R260 as
approved by RDSO for welding of rails
52Kg/60Kg/60EI-R260 kg for 25mm gap by the
process of AT welding along with complete
accessories confirming to the specification laid
down in Indian Railway Standard specification
No.IRST-19-2020 up to date correction slips with
Single shot crucible fitted with Automatic
Tapping Thimble, 3 pieces pre fabricated mould
(Zircon washed) manually pressed using
compressed air petrol/LPG pre heating for
execution of welding of rail joint as directed by
the engineer in charge at site. Note: 1. The
accessories along with welding portion shall be
supplied as per Annexure-I of the IRUSSOR -
2021. 2. Rate is inclusive of transportation of
above to SSE/P.Way stores.
14 092030 25mm gap 'in-situ' welding during traffic block Each 12.00 1997.27 23967.24
using Railway's welding portion & Welder 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. Only welding
portion and related accessories as per Annexure
- I and Welder shall be supplied by Railways. 2.
Hydraulic Weld trimmer shall be used for
chipping and profile Grinder for finishing. 3.
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.
15 121010 Dismantling of existing LWR/SWR track of any TRM 100.00 249.73 24973.00
structure, removing rails, sleepers, fish plates,
cutting of rails, segregation and stacking of
released Rails, Sleepers and fitting at nominated
location in countable manner within a free lead
of 500m, levelling of ballast to correct profile for
laying new track over it, all as per direction of
Engineer-in-Charge.
16 123030 Spreading of ballast, from existing stacks cum 980.00 52.24 51195.20
available along formation on top or at cess, in
required uniform thickness, compaction of
ballast layer laid on new formation at all the
locations with smooth wheeled power roller of 8-
10 tonne capacity to sufficient number of passes
to form consolidated ballast bed of
approximately 250mm thickness to a width of
4m symmetrical to centre line of proposed track
in correct line & level with all ascents &
descents, as directed by Engineer in-charge.
Note: Item is inclusive of (a) providing ramp for
taking roller to formation and removing the
same & making good formation after completion
of work; (b) redistribution & leveling of excess
ballast while rolling to obtain uniform plane
cambered surface.
THIRUVANANTHAPURAM DIV-ENGG/SOUTHERN RLY
Linking of BG track (except at LC, Bridges and
SEJs) with any type of rail section and sleeper of
specified density, on ballast bed spread and
compacted with suitable roller, over prepared
formation including leading free rails/welded
panels available along the alignment on to
formation, leading and spreading all fittings and
fastenings, spreading of sleepers at specified
spacing, squaring, placing of rails over sleepers
and fixing rails to sleepers with all types of
fittings and fastenings to correct gauge &
alignment, lubrication of fittings and fastenings
with contractor's grease as per IRPWM
standards with contractors labour, tools,
consumables, with all lead, lifts etc. complete
and raising, levelling and initial packing of track
to make it fit for 30 kmph and meet other
prerequisites prescribed in Indian Railway Track
Machine Manual for deployment of Tamping
Machine. Note: 1.Rail cutting and Hole drilling
shall be paid separately. 2.Spreading of ballast
and compaction shall be paid separately under
17 123042 For sleeper density of 1540 sleepers per km TRM 100.00 368.43 36843.00
Shifting / Slewing the existing or newly
assembled track of any rail section with any
type of sleepers and any density under line
block to correct locations & alignment and
attending to one round kutcha packing to run
safely at 20KMPH speed with all contractors
tools and consumables complete and as
directed by Engineer in-charge.
18 123091 Maximum Shifting / Slewing up to 1 metre TRM 100.00 245.68 24568.00
Through packing of track, as per procedure
prescribed in latest edition of Indian Railways
Permanent Way Manual
19 131011 For PSC sleeper Track with Sleeper Density of TRM 200.00 123.11 24622.00
1540 Sleepers/Km or more
Through packing of points and crossings,
derailing switches including gauging, fittings
recoupment, ballasting as required, elimination
of sag and to the required alignment after Deep
Screening as per procedure prescribed in latest
edition of IRPWM complete as per direction of
Engineer-in-charge. Note: This work shall be
operated in exceptional cases with written
approval at DEN level when UNIMAT is not
available and immediate packing is required to
pass train over it.
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 is done.
THIRUVANANTHAPURAM DIV-ENGG/SOUTHERN RLY
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
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 24.04.1991.
26 163030 Extraction of jammed ERC by Heavy Duty Each 20.00 42.47 849.40
Hydraulic Extractor with contractor's tools &
plants, equipment, consumable with all lead &
lift etc. complete, as directed by Engineer in-
charge. Heavy Duty Hydraulic Extractor for
jammed ERCs (10 Ton capacity) shall be used as
per RDSO's Specification No. TM/SM/6, dated
Loading of rails of any section and length up to
1 3 metres in Wagons / Truck / trailer including
lead up to 50 metres and lift up to 5 metres.
27 171014 In Wagon where mechanical handling is possible MT 36.00 161.08 5798.88
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.
28 171053 From Wagon where mechanical handling is MT 36.00 118.81 4277.16
possible a n d traffic block is not required or in
Truck / trailer.
Loading, leading and unloading of all types of
P.Way fittings and all other miscellaneous
m a t e r i a l 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.
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
THIRUVANANTHAPURAM DIV-ENGG/SOUTHERN RLY
Spreading of New / SH , normal or wider base
PSC sleepers from stack along track on either
s i d e for different leads with all lifts by any
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 35.00 596.44 20875.40
Check Rails etc.
38 173033 P.Way fittings of all types and other similar MT 2.00 457.03 914.06
39 211250 Manufacturing and fixing buffer stop with Each 2.00 19006.47 38012.94
Railway supplied rails, cutting, including bending
of rails as per plan ,with all contractor's labour,
materials, tools, plants etc. and all lead and lift
including crossing of track where necessary and
as directed by Engineer in charge at site. Note:
Excavation, fixing rails in cement concrete,
drilling of holes will be paid separately.
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details.html
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nit.pdf
NIT
GCCApril22.pdf
ATTACHMENT
Regulations.pdf
ATTACHMENT
BidsecuAnnexureVIAandVIB.pdf
ATTACHMENT
NEWPerformaofBGtowardsPG.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
ClarificationregsubmissionofAnnexV.pdf
ATTACHMENT
CorrectionslipGCC-1-11.pdf
ATTACHMENT
SplConditionforCivil2021.pdf
ATTACHMENT
SafetyprecautionsfromTRDsideforenggtenderdoc.pdf Safety
ATTACHMENT
generalconditionoftrack.pdf
ATTACHMENT
SafetyprecautionsfromTRDsideforenggtenderdoc.pdf
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