Madurai Division :- ADEN/SCT Sub-Division:- Provision of Track machine siding at 2 stations.(TML & KUV-Permanent way portion only )

of Madurai Division)

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Item- 1 SW I - Permanent way portion- TML station

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.

Assembling all types of Switches on staging,

clear of infringements, to correct gauge and

alignment as per standard drawings with all

types of rail sections over PSC sleepers at

specified locations, duly leading rails, special

sleepers, switches with a maximum lead of

500m, all lift & crossing of track as required

including cutting, drilling, fixing of all

components, fittings etc. with housing of tongue

rails as per requirement of signaling including

lubrication of fittings/fastenings, complete in all

respect. Note: Required P.Way fittings shall be

supplied at SSE/P.Way stores.

Manufacturing, supply and stacking of machine

crushed Track Ballast conforming to RDSO

Specification (IRS-GE-1) with latest correction

slips at Railway depot or nominated location.

Note: Distance of nearest quarry mentioned in

each sub-item is only for the purpose of

selecting the items for preparation of

estimates/tender schedule, based on the

minimum distance between nearest quarry and

centre of supply points and will not affect the

selection of quarry during physical supply in any

way till prescribed specification is met fully.

3 085016 When distance of nearest quarry is more than 50 cum 576.00 1705.23 982212.48

km and up to 100 km

4 092030 25mm gap 'in-situ' welding during traffic block Each 62.00 1806.57 112007.34

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

j o i n t , 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.

5 121010 Dismantling of existing LWR/SWR track of any TRM 100.00 216.96 21696.00

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.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Providing Centre Line / Rail Level, reference Pegs

on formation at an interval of 30 metres on one

side or at centre of proposed / existing track, as

directed by engineer in-charge for linking of new

track / CTR / Deep Screening / Lifting / Lowering

works, duly embedding in formation including

marking with contractor's paint. Note: (1)

Rails/tie bar of suitable size bar shall be supplied

by the Railways from nearest Stores Depot. In

case of hard wood peg, the hard wood will be

supplied by the contractor. (2) Excavation and

concrete work, if required, will be paid

6 123013 With contractor's hard wood pegs of 50 mm dia Each 12.50 155.31 1941.38

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. N o t e : 1.Rail

cutting and Hole drilling shall be paid separately.

2.Spreading of ballast and compaction shall be

paid separately under relevant item.

7 123042 For sleeper density of 1540 sleepers per km TRM 350.00 325.44 113904.00

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

8 131032 For PSC Sleeper Track with Sleeper Density of TRM 700.00 153.04 107128.00

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.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

10 136060 Replacing existing glued joint rail with cut rails Each 4.00 1999.79 7999.16

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 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.

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 24.04.1991.

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.

14 171014 In Wagon where mechanical handling is possible MT 26.00 165.78 4310.28

a n d traffic block is not required or in

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 up to 5

15 171024 In Wagon where mechanical handling is possible MT 6.00 161.36 968.16

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.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

16 171053 From Wagon where mechanical handling is MT 26.00 121.63 3162.38

possible a n d traffic block is not required or in

Truck / trailer.

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.

17 172024 I n Wagon/Truck / trailer where mechanical MT 24.00 160.92 3862.08

handling is possible a n d traffic block is not

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.

19 172048 Extra for every Km per MT beyond 150 Km over MT-Km 800.00 3.30 2640.00

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

21 172058 Extra for every Km per MT beyond 150 Km over MT-Km 57435.00 3.30 189535.50

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

e t c . 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

w itho ut 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

24 211250 Manufacturing and fixing buffer stop with Each 1.00 17110.32 17110.32

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.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

Item- 2 SW II - Permanent way portion- KUV station

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.

Assembling complete BG Turnout on staging,

clear of infringements, to correct gauge and

alignment as per standard drawings with all

types of rail sections over PSC sleepers at

specified locations, duly leading rails, special

sleepers, switches, crossings with a maximum

lead of 500m, all lift & crossing of track as

required and testing points with S&T staff for

throw of switch etc. at station yard after levelling

surface complete including lubrication of all

fastenings, complete in all respect. Note: 1.Rail

cutting and Drilling shall be paid separately 2.

Required P.Way fittings/fastenings shall be

supplied at the SSE/P.Way stores.

Assembling all types of Switches on staging,

clear of infringements, to correct gauge and

alignment as per standard drawings with all

types of rail sections over PSC sleepers at

specified locations, duly leading rails, special

sleepers, switches with a maximum lead of

500m, all lift & crossing of track as required

including cutting, drilling, fixing of all

components, fittings etc. with housing of tongue

rails as per requirement of signaling including

lubrication of fittings/fastenings, complete in all

respect. Note: Required P.Way fittings shall be

supplied at SSE/P.Way stores.

Manufacturing, supply and stacking of machine

crushed Track Ballast conforming to RDSO

Specification (IRS-GE-1) with latest correction

slips at Railway depot or nominated location.

Note: Distance of nearest quarry mentioned in

each sub-item is only for the purpose of

selecting the items for preparation of

estimates/tender schedule, based on the

minimum distance between nearest quarry and

centre of supply points and will not affect the

selection of quarry during physical supply in any

way till prescribed specification is met fully.

4 085016 When distance of nearest quarry is more than 50 cum 991.00 1705.23 1689882.93

km and up to 100 km

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

5 092030 25mm gap 'in-situ' welding during traffic block Each 83.00 1806.57 149945.31

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

j o i n t , 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.

6 121010 Dismantling of existing LWR/SWR track of any TRM 100.00 216.96 21696.00

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.

Providing Centre Line / Rail Level, reference Pegs

on formation at an interval of 30 metres on one

side or at centre of proposed / existing track, as

directed by engineer in-charge for linking of new

track / CTR / Deep Screening / Lifting / Lowering

works, duly embedding in formation including

marking with contractor's paint. Note: (1)

Rails/tie bar of suitable size bar shall be supplied

by the Railways from nearest Stores Depot. In

case of hard wood peg, the hard wood will be

supplied by the contractor. (2) Excavation and

concrete work, if required, will be paid

7 123013 With contractor's hard wood pegs of 50 mm dia Each 16.50 155.31 2562.62

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. N o t e : 1.Rail

cutting and Hole drilling shall be paid separately.

2.Spreading of ballast and compaction shall be

paid separately under relevant item.

8 123042 For sleeper density of 1540 sleepers per km TRM 430.00 325.44 139939.20

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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

9 131032 For PSC Sleeper Track with Sleeper Density of TRM 860.00 153.04 131614.40

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.

12 136060 Replacing existing glued joint rail with cut rails Each 4.00 1999.79 7999.16

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 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.

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 24.04.1991.

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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.

16 171014 In Wagon where mechanical handling is possible MT 34.00 165.78 5636.52

a n d traffic block is not required or in

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 up to 5

17 171024 In Wagon where mechanical handling is possible MT 9.00 161.36 1452.24

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.

18 171053 From Wagon where mechanical handling is MT 34.00 121.63 4135.42

possible a n d traffic block is not required or in

Truck / trailer.

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.

19 172024 I n Wagon/Truck / trailer where mechanical MT 44.00 160.92 7080.48

handling is possible a n d traffic block is not

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.

21 172048 Extra for every Km per MT beyond 150 Km over MT-Km 1200.00 3.30 3960.00

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

23 172058 Extra for every Km per MT beyond 150 Km over MT-Km 79163.00 3.30 261237.90

item no. 172057

MADURAI DIVISION-ENGINEERING/SOUTHERN RLY

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

e t c . 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

w itho ut 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

26 211250 Manufacturing and fixing buffer stop with Each 1.00 17110.32 17110.32

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.