1.SA Divn: CTR(S) 60kg -22.631 km and CTR(S) 52kg 0.5km on loop lines & TRR(S) 60kg - 5.146km on loop lines various yards. ( Flash butt weld items /LAW 1262/24- 25 ) 2. Proposal for Conversion of SWR into LWR 15.53 km. ( Flash butt weld items only/LAW 1248/24-25) 3. SA Div-Proposed through weld Renewal (TWR)- 11.5 km of AT welds into Flash Butt Weld in SA-KRR & SA-VRI sections

applicable to SALEM Division with all correction slips issued upto date

Item- 1 PLEASE SEE THE BREAK UP DETAILS

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

SALEM 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.

Fixing of fish plates with fish bolts on a joint of

all rail sections duly lubricating fish plates/bolts

with contractor's grease graphite in running

track condition including transportation of fish

plates and fish bolts from nearest station /

store / level crossing. Note: Rail cutting &

drilling to be paid separately.

6 063080 Lubrication of Elastic Rail Clips on PSC sleepers ERC 72542.00 2.69 195137.98

as per procedure prescribed in latest edition of

IRPWM with Railway's grease.

7 063100 Removing seized ERC from SGCI inserts of ERC 3542.00 59.91 212201.22

existing track by using suitable approved

chemicals and re-fixing after greasing of insert

eye and ERC with Contractor's grease of

specified quality as per provisions of IRPWM, as

directed by Engineer in-charge. Note: 1.List of

Seized ERC along with location shall be

prepared after inspection of SSE/P.Way and

marked prior to execution of this item. 2. Due

care shall be taken to avoid any damage to the

sleeper 3.A penalty of 50% of the basic cost of

new sleeper in nearest sleeper factory shall be

levied on each, if SGCI insert is broken or

sleeper gets cracked in the process.

8 065020 Renewal of existing SEJ with improved SEJ with Set 18.00 9598.52 172773.36

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.

Assembling and Laying of Improved Switch

Expansion Joint (SEJ) on PSC sleepers of any rail

section as per RDSO drawing including leading

of SEJ rails, sleepers, fittings for a free lead of

250 metres, cutting of rails, drilling of holes as

required and lubrication of SEJ, gauging,

aligning rails, providing temporary connection

with adequate welding gap with adjoining rails,

providing reference posts at SEJ, first through

packing of SEJ portion to make track geometry

fit for 30 kmph speed and making ballast

profile as per IRPWM. Note: (1) Rail cutting and

hole drilling shall be paid separately.(2) One

set comprise complete SEJ on both rails at SEJ.

9 065031 Under Conditions not requiring Traffic Block Set 42.00 7558.58 317460.36

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

11 065040 Dismantling & removing existing SEJ (Switch Set 5.00 10578.04 52890.20

Expansion Joint) assembly during line block and

its replacement with plain track as of adjoining

section with all fittings including rail cutting

and drilling of holes and renewal of special

sleepers with PSC Sleepers as directed and

aligning rails, providing fishplates and bolts/

temporary connection with adequate welding

gap with adjoining rail and ensuring proper

track geometry for 30 kmph speed. The release

material shall be stacked as directed by

Engineer in charge.

12 092030 25mm gap 'in-situ' welding during traffic block Each 819.00 1806.57 1479580.83

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.

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.

SALEM 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.

15 135011 With Railway's Hydraulic Rail tensor TRM 55310.00 52.78 2919261.80

16 136020 Providing wooden blocks under weld joint duly Each 460.00 179.78 82698.80

transporting Railway's released wooden blocks

with rail screw / dog spikes and doing packing,

as directed under traffic condition. Note:

Wooden blocks, rail screws/dog spikes will be

supplied free at SSE/P.Way depot.

17 136060 Replacing existing glued joint rail with cut rails Each 20.00 1999.79 39995.80

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

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

19 137030 Anti-corrosive painting to weld collar for Each 4407.00 28.51 125643.57

Thermit welded rail joints on track or on cess

for new welded joints to protect against normal

corrosion for any rail section with two coats of

ready mixed bituminous black paint of reputed

make confirming to latest IS:9862 on welded

area up to 10cm on either side including on the

underside of rail foot by brush including surface

preparation as per Railway's AT Weld Manual

including lettering / weld numbering with

approved enamel paint as directed Note: Before

painting, dust, loose rust and mill scale and dirt

shall be removed thoroughly by wire brushing.

Scrubbing welded area with water to make it

free from slag and other water soluble

compounds to make it dry.

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.

24 161050 Drilling holes of specified size for bond holes Each 1217.00 53.93 65632.81

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.

25 171014 I n Wagon where mechanical handling is MT 18.19 165.78 3015.54

possible and 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

26 171024 I n Wagon where mechanical handling is MT 21.05 161.36 3396.63

possible and traffic block is not required or in

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.

SALEM DIVISION-ENGINEERING/SOUTHERN RLY

Km for every subsequent Km or part thereof

and up to 10 Km

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.

30 171053 From Wagon where mechanical handling is MT 18.19 121.63 2212.45

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.

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.

32 172023 I n Wagon where mechanical handling is MT 10.50 204.82 2150.61

possible and traffic block is required.

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.

Km for every subsequent Km or part thereof

and up to 10 Km

Loading, leading and unloading of all types of

P.Way fittings and all other miscellaneous

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 items.

38 172058 Extra for every Km per MT beyond 150 Km over MT-Km 9947.60 3.30 32827.08

item no. 172057

SALEM 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

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

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.

41 173031 Rails, switches, crossings, SEJ, Glued Joints, MT 521.21 500.78 261011.54

Check Rails etc.

43 173033 P.Way fittings of all types and other similar MT 54.52 430.26 23457.78

44 202030 Manufacturing, supplying and fixing Curve Each 5.00 1181.15 5905.75

Indicator / Point Indicator / SEJ Boards to be

provided at various locations on formation,

made out of MS sheet 2mm thick of size

450mm x 300mm duly fixed with MS frame of

25mm x 25mm x 3mm angle welded to 50mm

x 50mm x 3mm MS angle, 1000mm long post

split and bent 100mm at bottom end with all

lead & lift as per specification and including

painting of details with enamel paint, as

directed by Engineer in-charge (Earthwork &

concreting will be paid separately)

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.