CTR (P) for a length of 60.902kms by PQRS / SQRS and 1.803kms by manual in SSE/Pway/VPT & TN sections.

2021 of Madurai Division)

Item- 1 SW I A- CTR (P) for a length of 60.902kms by PQRS / SQRS in SSE/Pway/VPT & TN sections.

S No. Item Description of Item Unit Qty Rate Amount

Pulling & positioning of rails accurately on cess

including supporting rails, providing required

gap and squaring at ends for renewal

preparation, as directed by Engineer in-charge.

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

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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.

Through Sleeper Renewal (TSR) with PSC

sleepers involving removal existing sleepers of

any type along with fittings from track,

insertion of PSC sleepers lying along the cess /

formation / slope / toe within 5 metres height

with all fittings to specified spacing, gauge and

squareness, one round of through packing to

make track fit for 20 kmph speed, dressing of

ballast to standard profile, all in accordance

with the latest provisions of IRPWM and

stacking of all released material neatly at

specified places within an average lead of 100

m as directed by Engineer in-charge.

4 062013 For PSC wider base sleepers - For location of Each 2000.00 398.24 796480.00

work not involving deep screening

5 063090 Lubrication of ERCs and its liner contact area by ERC 8000.00 6.54 52320.00

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.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

7 083030 Boxing and profiling of ballast as per procedure TRM 60902.00 29.22 1779556.44

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.

Providing Caution Watchman at a location

where caution order is imposed and ensuring to

be on continuous vigil and exhibit necessary

hand signals to the trains for their passage over

caution spot. Note: 1) Prescribed protection

equipment shall be supplied by Railways and

the same shall be returned after work is over.

2) If Contractor fails to post watchman at any

time during one day, penalty at double the

accepted rates will be levied and 3) The

watchman nominated by the contractor will be

screened for suitability as per Railway norms.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

9 135020 Providing temporary Buffer Rails of fish plated Set 10.00 9752.96 97529.60

joints of 3 pairs, measuring 6.5m each, duly

removing rails of the existing track including

cutting & drilling of rails as required for

isolating LWR/CWR on all types of track

structure. Work will be done under traffic block

condition. Note: 1.Each set comprises of 3 pairs

of rails 6.5 m long only. 2.Only Rails fish plate

and fish bolts will be supplied free by Railway

within free lead of 250m.

Painting 2 coats to various P.Way Reference

Post, Structures etc. with enamel paint of

approved make with 2 coats of different colours

& letters, as directed by Engineer in-charge.

11 151020 Assembling of 13m / 12.6m long track panels in TRM 160.00 43.81 7009.60

PQRS Depot by spreading PSC sleepers already

unloaded and stacked, to correct spacing as per

specified sleeper density per km, using

Railway's portal crane, placing service rails on

them and fixing rails to sleepers with standard

fastening properly to get correct gauge with all

contractor's labour, tools, plants etc.

12 151030 Loading pre-assembled panels with PSC TRM 160.00 6.31 1009.60

sleepers in layers on BFR with Railway's Portal

Crane in PQRS Depot, complete in such a

manner that it may be dispatched in train

formation to mid section, as directed by

engineer in-charge.

13 151040 PQRS: Pre Block activity: Removing of the TRM 60902.00 36.02 2193690.04

existing ballast from crib portion of the full

length of existing PSC sleeper and further up to

the bottom of sleepers to accommodate new

sleeper and dumping the ballast so removed on

the shoulders/cess with contractor own labour,

tools and plants etc, complete with all lead and

lift and as directed by the Engineer-in-charge at

site including crossing of track wherever

14 151050 PQRS: During line block activity: Dismantling TRM 60902.00 45.79 2788702.58

existing track, levelling disturbed and uneven

surface of bed up to bottom of sleeper, Loading

the released panels in to BFR with Railway's

portal cranes, Placing new panels from BFRs on

to track with Railway's portal crane, Linking of

Track with all fittings, placing ballast as

required in crib and shoulders, aligning and

surfacing of track, attending track parameters

and initial packing to track to allow traffic at

restricted speed of 20 kmph with contractor's

labour, tools etc, complete and lead & lift as

directed by the Engineer-in-charge at site

including crossing of track wherever necessary.

Note: The PQRS cranes with fuel and operators

will be provided by Railway.

15 151060 PQRS: Post Block activity, Pulling back the left TRM 60902.00 24.19 1473219.38

over ballast from shoulders/cess in to track and

dumping in cribs and shoulders, regulating and

boxing with available ballast to facilitate

surfacing of track during lifting with contractors

own labour, tools etc, complete and lead & lift

as directed by the Engineer-in-charge at site

including crossing of track wherever necessary.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Unloading of released track panels consisting of

all types of rails & sleepers from Railway wagon

at PQRS Depot, using portal cranes including

dismantling of released panels to rails, sleepers

& fastenings and stacking them material-wise

and classification-wise at nominated locations

within the yard limits with all leads, lift and

crossing of tracks.

16 151071 With Railway's portal crane for PSC sleeper TRM 160.00 70.64 11302.40

17 151110 Laying of auxiliary track with all types of rails, TRM 63402.00 48.81 3094651.62

already available on cess, fixing rails on

wooden blocks / CST-9 pots at 2m interval, true

to square, to required alignment & level, fixing

with spikes / screws / keys, linking rails with fish

plates, bolts & nuts to a gauge of 3400mm

(with reference to centre line of existing BG

track), levelling both the rails to same plane as

that of BG track over stone ballast by way of

removing ballast from shoulders of existing

track, providing one round of packing.

Subsequently, dismantling auxiliary track after

completion of PQRS work at site by way of

removing wooden blocks / CST-9 pots and

carrying same to next stretch / location, if

required, where auxiliary track has to be laid

and spreading the same at required locations

and leaving rails there itself for carrying out

TRR work later.

In PQRS work, through rail renewal of BG track

on PSC sleepers of any density with all types of

rails / rail panels lying in auxiliary track or on

cess for replacement of service rails including

handling of rails by way of dragging, pairing

etc. and leading released service rails to load

into BFR / Lorry or to shift to next location

including crossing of track with lead & lift and

any other incidental works as required.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Carrying out pre-tamping, during tamping and

post-tamping work for tamping track with all

types of rails, sleepers & sleeper density by

various Track Tamping machines, like

CSM,DUO/3X Machines which include : (1) Re-

adjustment of ballast, heaping-up of ballast,

filling-up of cavities in tamping zone by picking

ballast from stacks / shoulders / crib of

adjoining track up to lead of 50 m to ensure

effective packing; (2) Clearing of ballast on

sleepers to make them visible to operator, (3)

Clearing of ballast over rail foot to facilitate

holding of rail by rollers of TTRM; (4) Digging,

screening and replenishment of ballast at mud

pumping / rounded ballast in sleeper crib

location; (5) Tightening of loose fittings

immediately before & after tamping; (6)

Replacement of broken / missing fittings

supplied by Railway; (7) Correcting displaced

sleepers to position along with squaring; (8) Re-

setting of worked-out / fallen fittings. (9)

Removing and re-fixing joggled fish plates &

wooden blocks, wherever necessary; (10)

Manual consolidation of ballast in crib /

shoulders; (11) Removing and refixing of

traction bonds during the block in electrified

sections (12) Dressing of ballast Note: 1.

Tamping blocks are not identical & it may be

given at any time either during day or night. 2.

Stages of payment a) 30% of the rate will be

paid on completion of pre tamping attention, b)

Balance 70% of the rate will be paid on

completion of post tamping. 3. Recovery at the

rate of twice the above applicable rate will be

effected in case contractor fails to carry out

pre/during/post operation. 4.Payment shall be

made only once in irrespective of numbers of

TTRM packing round and after restoration of

normal speed and restoration of complete

ballast profile.

Pre, during & post tamping operations, for

tamping of track on level crossing portion on all

types of track structure and density, during

traffic block, duly opening the road surface by

digging up to the required width and up to

50mm below bottom of sleeper to facilitate

tamping, removing and refilling ballast,

adjustment of deficient ballast if necessary by

picking from adjoining track/shoulder/cribs,

removing and refixing all inter locking gears

interfering, removing and re-fixing of check

rails and painting of running rail & check rail

with coal tar emulsion, completing road surface

to smooth motorable condition after tamping is

over, including tightening of loose fittings,

replacement of broken/missing fittings,

correction of displaced sleepers to correct

position and as directed by Engineer in charge.

20 155022 Level crossing with CC block surface Sqm 5472.00 385.14 2107486.08

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Providing lighting arrangements with halogen

lamps on and around machine during machine

working in night time blocks, with contractor's

generator, consumables, all necessary

electrical fittings, operators etc. Note: 1.

Lighting arrangement is to be provided as per

advance planning of Night Blocks and written

communication. 2. In case lighting arrangement

is made available but not used due to non-

availability of block, payment @ 60% of the

item rate shall be made. 3. In place of Halogen,

LED lamps of equal lumen capacity may be

used with the approval of Engineer -in-Charge.

4. If lighting arrangement fails during block,

recovery shall be made twice the rate per day.

generator and 8x500 W)

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.

25 161050 Drilling holes of specified size for bond holes Each 2437.00 53.93 131427.41

with 7.2mm dia drill twist to correct spacing

and location on 60kg/52kg rails on cess or

under traffic block with contractor's tools and

plant, equipment, consumable, labour etc

complete as directed by the Engineer in charge

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 metres.

26 171014 I n Wagon where mechanical handling is MT 319.00 165.78 52883.82

possible and 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.

27 171053 From Wagon where mechanical handling is MT 319.00 121.63 38799.97

possible and traffic block is not required or in

Truck / trailer.

Unloading of all type of rails of length 130

metre and beyond from end unloading rake and

keep the panels in head-up position at specified

distance from centre of track clear from any

infringement.. Note: Contractor has to keep

Oxygen and Acetylene gas with cutter as

standby during the period of work.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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.

32 172048 Extra for every Km per MT beyond 150 Km over MT-Km 239810.00 3.30 791373.00

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.

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.

Overhauling of level crossing by digging out up

to 50mm below sleeper, screening of shoulder

& crib ballast, replacing unserviceable sleepers

& fastenings as necessary, removal of check

rails for examination of running rails and check

rails, scrapping of rails and painting running

rails and check rails and all fixtures with two

coats of coal tar emulsion, greasing of ERCs,

MCI inserts and liners oiling all the bolts,

correcting cross level, gauge, alignment,

surfacing and packing etc., re-fixing check rails

duly ensuring standard clearances, re-inserting

screened ballast, making good deficient ballast

with Railway's ballast from stacks /

heaps/borrowing from adjacent length of

adjoining track within 50m lead, ramming &

levelling road surface and refixing concrete

slabs/making motarable road surface as

required excluding re surfacing with bitumen as

directed by Engineer in-charge.

37 182012 Level crossings with concrete blocks road Sqm 1848.00 596.74 1102775.52

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

bending/machining and fixing of check rails of

all rail sections over PSC Sleepers as per

Railway's approved drawings & specifications

for level crossings / trolley paths/inspection

lines in yards duly cutting rail flanges, wherever

required to correct alignment and level, drilling

of holes with machine in check rails and fixing

to Running rail and sleepers with all Railway's

fittings, e.g. rail screws / grip expansion bolts,

brackets, packing pieces, bolts, washers etc

including grinding of brackets if required, fixing

of Railway's wooden blocks at flare ends duly

cutting and plaining, crossing of tracks and as

directed by the engineer in-charge Note: 1.

Drilling of holes in PSC Sleeper and fixing of

dowels shall be paid under relevant item. 2.

Required P.Way materials will be supplied at

SSE/P.Way stores.

39 186020 Fixing of Railway's existing precast concrete Sqm 5472.00 91.63 501399.36

slabs of different sizes in position for level

crossings / trolley path and filling gap between

check rail / running rail, slabs, approaches etc.

with asphalt complete and as directed.

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 directed.

40 202011 Bilingual Whistle Boards for level crossing of Set 112.00 8004.87 896545.44

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

41 202012 Speed Breaker / Rumble Strips Board of size Set 58.00 7327.74 425008.92

900 mm equilateral triangular shape and

600mmx200mm boards with back support

frame welded to vertical post of MS T section of

size 80mmx80mmx8mmx3650mm

42 202015 Single Strip / Double Strip Level Crossing Road Set 44.16 7737.78 341700.36

Warning Board of size 900 mm equilateral

triangular shape and 900x300 board with back

support frame welded to vertical post of MS T

section of size 80mmx80mmx8mmx3650mm

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

43 202016 Manufacturing and supply of circular STOP Disc Each 48.00 4245.92 203804.16

of 600mm dia for fixing on emergency chains at

level crossings as given in IRPWM including

providing Retro reflective sheet fully covered

over board confirming to type-IV of ASTM-

D4956 in red back ground colour and text

"STOP" of white colour over back ground. The

circular board shall consists of 2mm thick

Aluminium sheet fixed to 1.5mm thick MS Sheet

of 600mm dia with suitable sized aluminium

alloy rivets @ 20 cm c/c to back-support .Retro

reflective sheet is to be 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.A vertical holding

stand of 1000 mm length x15mm thick to be

jointed to back side of board along with a hook

for fixing emergency chain as directed by

Engineer In charge.

Manufacturing, fabricating and supplying retro-

reflective Engineering 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 x25mm x

3mmprovided all along the edges of board with

theft resistant measures back side of board

shall be with non-peelable weatherproof 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 directed.

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

45 202022 Speed Indicator Board of equilateral triangular Each 18.00 5715.38 102876.84

shape having each side of 1000mm with back

support frame fixed to vertical post of MS angle

of size 50mmx50mmx6mm of 3650 mm long

46 202023 Stop Indicator Board of size 1400mmx400mm Each 10.00 6677.49 66774.90

with back support frame fixed to vertical post

of MS angle of size 50mmx50mmx6mm of 3650

47 202024 Termination Indicator Board of Circular shape Each 10.00 8078.45 80784.50

having diameter of 1000mm with back support

frame welded to vertical post of MS angle of

size 50mmx50mmx6mm of 3950 mm long

Erection or removal of temporary Engineering

Indicator Board or any other board at specified

locations without causing infringement to track

etc. complete and as directed.

Item- 2 SW I B- Conversion of free rail panels into LWR.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

S No. Item Description of Item Unit Qty Rate Amount

1 063060 Opening and refixing of Joggled fish plates Set 468.00 58.37 27317.16

provided to weld joints/rail of any rail section

under traffic to enable examination of weld/rail

by departmental official nominated by Engineer

In charge and lubrication of fishplates by

applying departmental Grease graphite grade

'O' (IS:408) to fishing planes and bolts by

departmental black oil as per procedure laid

down in latest version of IRPWM, including all

tools required and as directed by Engineer-in-

charge. Note: 1. Grease Graphite, black oil, fish

bolts, K.Oil, wire brush, required for work shall

be given by department and issued at

concerned SSE/PW Stores. 2.Jammed fish bolts

shall be cut using chisel and hammer and

replaced with new bolt.

2 065020 Renewal of existing SEJ with improved SEJ with Set 37.00 9598.52 355145.24

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.

3 092030 25mm gap 'in-situ' welding during traffic block Each 945.00 1806.57 1707208.65

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

Pulling back of rails / panels on running track

for creep adjustment or other incidental

activities by removing and re-fixing all the

fittings, and fastenings including squaring of

sleepers and slack picking of displaced

sleepers, as directed.

4 133013 For rail panel more than 40 metre length TRM 6090.00 48.15 293233.50

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

De-stressing of LWR/CWR track of any density

under traffic line block with contractor's

labours, tools, equipments and consumables

inclusive of all lead & lift. Activities include

cutting of LWR/CWR into convenient panels of

specified length, removal of ERCs, liners,

greasing of ERCs and liner contact area, lifting

rails and keeping them on rollers provided at

every 15 sleepers, working out elongation of

rail ends depending on prevailing site

conditions, pulling rails with the help of

Hydraulic Tensor to achieve the desired

elongation, cutting rails, as required, removing

rollers and placing rail in position, re-fixing

ERCs & liners and adjustment of gap at SEJs :

Note: (1) Welding of rail joints will be paid

separately. (2) Rail cutting and Hole drilling

shall be paid separately. (3) Opening and

closing of LC if required will be paid separately.

(4) As per procedure prescribed in latest edition

of IRPWM & CE's Circulars for destressing of

LWR/CWR, if any.

5 135012 With Contractor's Hydraulic Rail tensor TRM 60902.00 58.53 3564594.06

6 136060 Replacing existing glued joint rail with cut rails Each 94.00 1999.79 187980.26

or with glued joint rail or insertion of glued joint

by cutting existing track under traffic condition

by cutting rails, refixing with all rail sleeper

fastenings and providing required gaps for

carrying out welding as an alternative to drilling

holes or joining rails with fish plates duly drilling

holes as required including stacking of released

material and as directed by engineer in-charge.

Note: (1) Drilling holes & rail cutting will be

paid separately. (2) Transportation of materials

to the site of work from supply points, if more

than 250m, shall be paid separately.

Anti-corrosive painting of rail outside track on

rail bottom, web, foot and fishing plane with

two coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862 of

reputed make including surface preparation, as

a complete job as per procedure prescribed in

latest edition of IRPWM.

Loading of tongue rail, stock rail, switch

assembly and crossings of any section and

length, SEJ, Glued joint etc. with / without

P.Way fittings and fastenings, in Wagon / Truck

/ trailer including lead up to 250 metre and lift

8 171024 I n Wagon where mechanical handling is MT 345.00 161.36 55669.20

possible and traffic block is not required or in

Loading of 52kg / 60kg PSC line and special

sleepers beyond 2.75 metre length including

existing fittings and fastenings 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 levied.

9 172024 I n Wagon/Truck / trailer where mechanical MT 105.00 160.92 16896.60

handling is possible a n d traffic block is not

MADURAI DIVISION-ENGINEERING/SOUTHERN 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.

14 172058 Extra for every Km per MT beyond 150 Km over MT-Km 67195.00 3.30 221743.50

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.

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

SW II - CTR (P) for a length of 1.803kms by manual in SSE/Pway/VPT sections. SW II A -

Transportation cost for CTR work.

S No. Item Description of Item Unit Qty Rate Amount

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 block period.

Unloading of all type of rails of length 130

metre and beyond from end unloading rake and

keep the panels in head-up position at specified

distance from centre of track clear from any

infringement.. Note: Contractor has to keep

Oxygen and Acetylene gas with cutter as

standby during the period of work.

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 metres.

for every subsequent Km or part thereof and up

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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.

6 172048 Extra for every Km per MT beyond 150 Km over MT-Km 5436.00 3.30 17938.80

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.

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.

Item- 4 SW II B- Labour cost for CTR by manual laying.

S No. Item Description of Item Unit Qty Rate Amount

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

2 083030 Boxing and profiling of ballast as per procedure TRM 1803.00 29.22 52683.66

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.

Painting 2 coats to various P.Way Reference

Post, Structures etc. with enamel paint of

approved make with 2 coats of different colours

& letters, as directed by Engineer in-charge.

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

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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.

6 161050 Drilling holes of specified size for bond holes Each 72.00 53.93 3882.96

with 7.2mm dia drill twist to correct spacing

and location on 60kg/52kg rails on cess or

under traffic block with contractor's tools and

plant, equipment, consumable, labour etc

complete as directed by the Engineer in charge

Item- 5 SW II C- Labour cost for CTR with manual alone.

S No. Item Description of Item Unit Qty Rate Amount

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

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.

Through Sleeper Renewal (TSR) with PSC

sleepers involving removal existing sleepers of

any type along with fittings from track,

insertion of PSC sleepers lying along the cess /

formation / slope / toe within 5 metres height

with all fittings to specified spacing, gauge and

squareness, one round of through packing to

make track fit for 20 kmph speed, dressing of

ballast to standard profile, all in accordance

with the latest provisions of IRPWM and

stacking of all released material neatly at

specified places within an average lead of 100

m as directed by Engineer in-charge.

3 062011 For location of work not involving deep Each 2945.00 379.28 1116979.60

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.

4 131032 For PSC Sleeper Track with Sleeper Density of TRM 3606.00 153.04 551862.24

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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

5 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 10.00 867.49 8674.90

minimum 1.10 cum bucket capacity

Item- 6 SW II D- Conversion of free rail panels into LWR.

S No. Item Description of Item Unit Qty Rate Amount

1 063060 Opening and refixing of Joggled fish plates Set 16.00 58.37 933.92

provided to weld joints/rail of any rail section

under traffic to enable examination of weld/rail

by departmental official nominated by Engineer

In charge and lubrication of fishplates by

applying departmental Grease graphite grade

'O' (IS:408) to fishing planes and bolts by

departmental black oil as per procedure laid

down in latest version of IRPWM, including all

tools required and as directed by Engineer-in-

charge. Note: 1. Grease Graphite, black oil, fish

bolts, K.Oil, wire brush, required for work shall

be given by department and issued at

concerned SSE/PW Stores. 2.Jammed fish bolts

shall be cut using chisel and hammer and

replaced with new bolt.

2 065020 Renewal of existing SEJ with improved SEJ with Set 2.00 9598.52 19197.04

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.

3 092030 25mm gap 'in-situ' welding during traffic block Each 36.00 1806.57 65036.52

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

MADURAI DIVISION-ENGINEERING/SOUTHERN 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.

De-stressing of LWR/CWR track of any density

under traffic line block with contractor's

labours, tools, equipments and consumables

inclusive of all lead & lift. Activities include

cutting of LWR/CWR into convenient panels of

specified length, removal of ERCs, liners,

greasing of ERCs and liner contact area, lifting

rails and keeping them on rollers provided at

every 15 sleepers, working out elongation of

rail ends depending on prevailing site

conditions, pulling rails with the help of

Hydraulic Tensor to achieve the desired

elongation, cutting rails, as required, removing

rollers and placing rail in position, re-fixing

ERCs & liners and adjustment of gap at SEJs :

Note: (1) Welding of rail joints will be paid

separately. (2) Rail cutting and Hole drilling

shall be paid separately. (3) Opening and

closing of LC if required will be paid separately.

(4) As per procedure prescribed in latest edition

of IRPWM & CE's Circulars for destressing of

LWR/CWR, if any.

5 135012 With Contractor's Hydraulic Rail tensor TRM 1803.00 58.53 105529.59

6 136060 Replacing existing glued joint rail with cut rails Each 6.00 1999.79 11998.74

or with glued joint rail or insertion of glued joint

by cutting existing track under traffic condition

by cutting rails, refixing with all rail sleeper

fastenings and providing required gaps for

carrying out welding as an alternative to drilling

holes or joining rails with fish plates duly drilling

holes as required including stacking of released

material and as directed by engineer in-charge.

Note: (1) Drilling holes & rail cutting will be

paid separately. (2) Transportation of materials

to the site of work from supply points, if more

than 250m, shall be paid separately.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Anti-corrosive painting of rail outside track on

rail bottom, web, foot and fishing plane with

two coats of thickness of 100 microns each by

bituminous black paint confirms to IS-9862 of

reputed make including surface preparation, as

a complete job as per procedure prescribed in

latest edition of IRPWM.

Loading of tongue rail, stock rail, switch

assembly and crossings of any section and

length, SEJ, Glued joint etc. with / without

P.Way fittings and fastenings, in Wagon / Truck

/ trailer including lead up to 250 metre and lift

8 171024 I n Wagon where mechanical handling is MT 18.00 161.36 2904.48

possible and traffic block is not required or in

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.

11 172058 Extra for every Km per MT beyond 150 Km over MT-Km 3197.00 3.30 10550.10

item no. 172057

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

Item- 7 SW III - Standardization of formation

S No. Item Description of Item Unit Qty Rate Amount

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 lines.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

2 113010 Cess repair/widening work as per RDSO cum 30553.00 1014.51 30996324.03

Specifications and guidelines RDSO/2020/GE:

IRS-0004 or latest in running line with suitable

soil to the designed profile The work shall

include uprooting and disposing of all the

vegetation, benching at every 30 Cm vertical

height, earthwork in benching portion and

compaction using suitable slope vibratory

Rollers/Compactors etc. to achieve prescribed

MDD. Note: 1. Payment of cess repairs shall be

based on the quantities worked out from the

cross sectional calculations only and worked

out from the initial ground levels before doing

benching and final levels as done for new

embankment. The earth work in benching

portion shall not be paid extra as the same has

been included in the rate. 2. The earth work

shall be started only after Completing of the

benching and certified. 3. The benching Work

shall be done for a maximum height of 1.50 m

at any time based on the progress of earthwork

starting from toe of the embankment.

Removing /Re-erecting existing Gradient Post /

Kilometre Post, duly demolishing concrete

foundation, fixing the post in cement concrete

foundation as per drawing with 1:3:6 mix using

20mm hard aggregate, as directed (Cost of

concrete work will be paid under relevant item

Schedule Schedule A1b-(List of works which are covered in the printed Delhi Schedule of Rates 2023)

SW I & II : CTR (P) for a length of 60.902kms by PQRS / SQRS and 1.803kms by manual in

SSE/Pway/VPT & TN sections.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the cost

of centering and shuttering - All work up to

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

16.0 ROAD WORK

16.30S PREMIX CARPET

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

16.36 tail mounted 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 :

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

16.36.2 For 75 mm compacted thickness in two layers Sqm 1796 744.15 1336493.4

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