Allied works to accommodate New UFWL (Under floor wheel lathe ) at TVC.

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.