Work in connection with CNB NI and other Miscellaneous P.way works in section of ADEN/Line/CNB.

A-Work in connection with CNB NI and other Miscellaneous P.way Above/

B-Work in connection with CNB NI and other Miscellaneous P.way Above/

C-Work in connection with CNB NI and other Miscellaneous P.way Above/

Item- 01 IRUSSOR-2021 Items

S No. Item No Description of Item Unit Qty Rate Amount

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

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 block.

2 061022 For Casual/Scattered Rail Renewal work RM 2000.00 33.06 66120.00

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 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.

4 061032 For Casual/Scattered Rail Renewal work RM 2000.00 34.99 69980.00

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.

5 062011 For location of work not involving deep Each 1500.00 315.70 473550.00

6 062012 For location of work involving deep Each 2000.00 176.01 352020.00

screening (deep screening to be paid

Replacement of any type of sleepers in

track with PSC sleepers lying on cess or at

Bridge Approaches for casual renewal at

isolated locations with all fittings complete

to specified gauge & cross level with

contractor's tools including packing and

dressing of ballast, as directed by Engineer

in-charge. Released materials shall be

neatly stacked and handed over at

specified location within an average lead of

250 m or near either side of Bridge

approaches as directed.

7 062031 Locations other than Ballasted Deck Bridge Each 2000.00 438.94 877880.00

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.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Lubrication of fish plated rail joints under

traffic, by using Grease Graphite Grade 'O'

(IS:408) and Black oil supplied by

contractor, for all types of rail sections as

per procedure laid down in latest version of

IRPWM and as directed by Engineer In

charge. Note: Release U/S bolt & nuts is to

be deposited back. If any fish bolts is

jammed it should be cut with chisel and

hammer and replaced with fresh fish bolt

12 063090 Lubrication of ERCs and its liner contact ERC 100000.00 3.83 383000.00

area by 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.

13 063110 Lubrication of gauge face of rail on curves, RM 15000.00 3.31 49650.00

cross overs, points & crossings, turn-in

curves and at locations as required with

contractor's grease graphite grade "O" IS

408 and as directed.

Lubrication of Plate/Rail screws of Points

and crossings, SEJs, Bridges, Curves etc.,

with greases graphite, including removal of

screws carefully without damaging

sleepers, cleaning with wire brush etc., both

screws and dowel hole, applying grease

graphite, refixing the screw and sealing the

top and sides of screw with grease graphite

to prevent ingress of moisture and

corrosion with contractors labour, tools,

consumables under traffic condition all lead

and lift complete.

14 063122 By using Contractor's Grease Graphite Each 10000.00 31.99 319900.00

Scattered renewal or replacement of

missing / worn-out fittings with Railway's

fittings for track/Points & Crossings sleepers

including leading to required location for

the work and the released fittings shall be

collected and neatly stacked, as directed by

the Engineer In charge. Note: New fittings

shall be supplied from and released

material shall be deposited at, nearest

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

18 063140 Renewal of seized Plate/Rail screws on PSC Each 1500.00 346.23 519345.00

Sleepers by using gas or any approved

methods, duly drilling holes in broken screw

and removing existing screw pieces from

the holes along with existing dowels and

fixing new contractor's dowels (procured

from RDSO approved sources) and grouting

around dowel with Epoxy materials of

approved specification and refixing new

Railway's rail/Plate screws duly greasing the

s c r e w w i t h specified grease with all

contractor's materials, consumables, tools

& plants, labour with all lead, lift. Note:

1.Seized screws shall be identified and

marked by JE/P.Way and verified at

minimum SSE/P.Way In charge) level. 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

sleeper gets damaged in the process.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

20 065020 Renewal of existing SEJ with improved SEJ Set 8.00 7875.97 63007.76

with PSC sleepers under traffic block

c o n d i t i o n s 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

21 065040 Dismantling & removing existing SEJ Set 2.00 8346.70 16693.40

(Switch 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.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

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 relevant item.

24 071015 Diamond Crossing (Under Traffic Block) Set 4.00 44087.19 176348.76

Under conditions not requiring 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 relevant item.

25 071026 Derailing Switch (Under conditions not Set 1.00 5201.90 5201.90

requiring Traffic Block).

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

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

w i t h 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 relevant item.

Lifting the newly inserted BG 60 Kg. / 52

Kg. turnouts/ trap switches to required level

to provide full ballast cushion as per

approved drawings after initial laying with

Railway's stone ballast in convenient stages

including one round of through packing

after completion of final stage of lift,

levelling, aligning, gauging and boxing to

standard profile to make it fit for 20 kmph

with all lead and lifts, complete in all

respect and as directed by the Engineer-in-

charge. Note: 1. The item shall be used only

when UNIMAT is not available for the work

before the turnout is opened for operation.

2 . Leading and dumping of ballast will be

paid separately under relevant item.

Casual renewal of PSC sleepers on points

and crossings, derailing switches and

diamonds portion of any layout including

packing under new sleepers. All the

released materials shall be stacked at

specified location in a countable manner

within the lead of 250m & all lift, clear of

infringements, crossing of track, if any

complete, as directed with contractor's

vehicles, consumables, stores, labour etc.

complete, as directed by Engineer in-

charge. Note: Approach and Exit sleepers

shall be paid as normal sleepers under

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Renewal of Switch Rails (Tongue rails, Stock

rails and fittings) of all rail sections, under

line block conditions ensuring proper

housing & changing of stretcher bars and

fittings as required. Work also includes

drilling of hole, if any, and leading of rails

laying anywhere in station yard to site of

work. Released switch rails shall be stacked

at indicated place in a countable manner

within the lead of 250m & all lift, clear of

infringements, crossing of track, if any

complete, as directed. with contractor's

vehicles, consumables, stores, labour etc.

complete, as directed by engineer in-

charge. Note: 1).One set means Two

Tongue rails and Two Stock rails (2) One

tongue & stock rail shall be considered as

1/2 set. (3) One tongue rail or one Stock rail

shall be considered as 1/4 Set.

Through fitting renewal (TFR) with new

Grooved Rubber Sole pads(GRSP), Liners

and ERC or through renewal with new

GRSPs using existing ERCs and liners after

cleaning and greasing on entire Turnout of

PSC Fan shaped layout including approach

& exit sleepers comprising of removing &

refixing or replacement of plate screws,

ERCs and liners including seized ERCs,

replacing the GRSP after cleaning rail seat,

refixing slide chairs, lubrication of ERCs,

applying grease to plate screws and Liner

contact area with contractor's Grease

Graphite Grade 'O' (IS:408) after cleaning

of rust/scale on liner contact area etc., as

per provisions of IRPWM of latest version

with all contractor's labour, tools, plants

and stacking all the released materials etc

.complete and as directed by Engineer in

charge. Note: GRSP will be supplied at

SSE/stores/depot.

39 074100 Renewal of corroded slide chairs duly Each 400.00 321.97 128788.00

removing the old slide chairs by heating

using contractors gas and equipments or by

any approved methods and inserting

Railways new slide chairs and plate screws

including crossing of tracks, leading all

required materials to site, stacking all

released materials, with all contractor's

tools, consumables, labour, lead, lift and

incidental charges etc complete as directed

by the Engineer in charge. Note: 1. All the

fittings will be supplied at nearest

SSE/Stores. 2. In case of damage of PSC

sleeper, penalty at the rate of 25% of the

current cost of sleeper shall be levied.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

40 074120 Fabrication, supply and fixing of MS lock Set 25.00 1338.61 33465.25

pins/bolts for stock and tongue rails made

out of MS 40mm dia of length 200mm with

head cutting, lathe machining, milling,

drilling, welding the rod with MS flat of

6mm thick of suitable size as required at

site with MS split pins/bolts and supplying

of remaining ancillary materials required at

for locking, including all taxes, lead, lift,

loading and un loading , tools and plants,

transportation, crossing of track whenever

necessary etc., complete and as directed

by Engineer-in-charge at site.

Manual deep screening of Plain track/

turnouts as per procedure prescribed in

IRPWM, June 2020 or latest, on PSC

sleepers of any density and throwing away

screened muck arising out of screening on

toe of bank or on cess, if low or on spoil

banks above top of cutting (including

throwing and leveling, if required beyond

minimum 5m from the edge of cutting

which are up to 3m deep or alternatively

carting it up to 50m for disposing it off

beyond cutting or platforms) as per

direction of Engineer in-charge, including

cutting cess for effective drainage on both

sides, one round of kutcha packing with

screened ballast and further attending to

track parameter to make track fit for 20

kmph speed complete in all respect. Note :

Payment shall be made for length along

main line only for turnouts.

41 081023 Depth of 250 mm below bottom of sleeper - TRM 2000.00 478.48 956960.00

For Plain Track :

42 081027 Depth of 250 mm below bottom of sleeper TRM 1200.00 765.57 918684.00

Recoupment of ballast in running line with

railway's stone ballast from existing stacks

available along alignment either on top of

cutting or on cess or at toe of bank by head

leads or by any other means and spreading

to make up deficiency in the required

profile with contractor's labour, tools &

plants, as directed by Engineer-in-charge.

Note: Payment shall be made based on

ballast stack measurement.

43 082011 For average lead up to 50m and lift up to cum 500.00 95.52 47760.00

additional average lead of 50m or part

thereof when total average lead exceeds

50m, but up to 250m. Note: This item may

be used only in exceptional circumstance

under prior order on record.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

45 083010 Lifting and packing for regrading the TRM 3000.00 165.69 497070.00

existing PSC sleeper track to required

height / level in stages not exceeding

75mm or part thereof at a time, providing

permissible ramp for the track, insertion of

moorum / sand / stone ballast uniformly

under the existing track and placing the

same to safe approved gradient, gauge,

cushion including levelling and one round of

through packing to allow train movement at

restricted speed of 30 kmph for a specified

length with all leads & lifts and fixing,

marking, painting rail level pegs at every

30m interval. Note: Lifting of track shall be

done in stages as per procedure prescribed

in latest edition of IRPWM to get the

proposed final level as per approved

working profile, as directed by Engineer in-

46 083030 Boxing and profiling of ballast as per TRM 10000.00 24.39 243900.00

procedure 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

Unloading of ballast from Railway's Hopper

Wagons, quantity distribution as per pre-

defined site requirement, clearing

infringements/jammed ballast, distributing

the unloaded ballast uniformly over the

track, profiling and boxing following all

prescribed safety norms.

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

betw e e n 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

48 085019 When distance of nearest quarry is more cum 500.00 2242.03 1121015.00

than 200 km and up to 250 km

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

25mm gap 'in-situ' welding during traffic

block 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. Welding shall be carried out only

by trained welder having valid competency

certificate using RDSO approved Alumino

Thermit Welding Portions, 3 piece

prefabricated mould (ZIRCON WASHED)

manually pressed, Single shot crucible

fitted with auto tapping thimble and

Compressed Air Petrol/LPG preheating

technique as per RDSO Specification No

IRST/19-2020 with latest amendment. 2.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing. 3.

Only 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. All other items required

shall be supplied by the Contractor.

50 121010 Dismantling of existing LWR/SWR track of TRM 250.00 165.16 41290.00

any 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

t r a c k over it, all as per direction of

Engineer-in-Charge.

Shifting & pairing of rails / panels unloaded

alongside existing running track to

adjoining formation of a new line including

crossing of one track, duly lifting & pushing

rail / panel without damaging it and taking

all necessary precautions, so as not to

infringe the running track, as directed by

Engineer in-charge. Note: The rail

barricading, if disturbed during working,

should be restored to its original condition

by the agency including re-fixing &

concreting as required.

51 122011 Rail length up to 13m - Under Traffic Block RM 2000.00 18.48 36960.00

each additional line

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.

53 131031 For PSC Sleeper Track with Sleeper Density TRM 3000.00 116.14 348420.00

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

54 131060 Packing of isolated loose PSC sleepers on Sleeper 3000.00 75.21 225630.00

plain track below the bottom of the sleepers

and surrounding through out its length duly

opening two galas on either side of the

renewed sleepers and packing the sleeper

to bring the track to normal speed including

gauging, aligning, squaring of sleepers and

sectioning of ballast to the required profile

with all contractor's labour, tools and plant

etc. including all lead and lift and crossing

of tracks where ever necessary complete

and as directed by the Engineer-in-charge.

55 131070 Slack picking of joint sleepers and 3 Each 800.00 524.56 419648.00

approach sleepers on either sides giving

required lift to make up general track level,

packing and profiling as directed.

Systemic overhauling of track under traffic

as per procedure prescribed in latest

edition of IRPWM , including removing the

crib ballast in 50mm to 75mm depth below

bottom of sleeper and complete shoulder

ballast without breaking core under the

bottom of sleeper, to recover clean ballast

by screening on wire mesh and disposing

off the muck including throwing & leveling,

if required beyond minimum 5m from the

edge of cutting which are up to 3m deep or

alternatively carting it up to 50m for

disposing it off beyond cutting or platforms

away from the track, as directed by

Engineer in-charge including cutting &

making up the cess and ensuring proper

drainage slope and then re-inserting

cleaned ballast into track and compaction

of shoulder and crib ballast by wooden

mallet and dressing / profiling ballast as per

railway specifications.

56 132011 For PSC sleeper Track with Sleeper Density TRM 3000.00 164.96 494880.00

of 1540 sleepers/Km or more

working in yards

Slewing and realigning of curves under

traffic line block condition, as directed by

Engineer in-charge with contractor's labour,

tools & plants, as required with general lift

up to 25mm including one round of through

packing, ballast profiling,

loosening/tightening of P.Way fittings, if

required and other incidental works. Note:

Payment will be made based on average

slew calculated in each 50m length of track

by averaging absolute values of positive

and negative value of slews.

58 134015 PSC Sleeper track - Maximum slew up to TRM 100.00 116.12 11612.00

59 134016 PSC Sleeper track - Maximum slew more TRM 100.00 146.39 14639.00

than 50mm and up to 100mm

60 134017 PSC Sleeper track - Maximum slew more TRM 50.00 169.15 8457.50

than 100mm and up to 150mm

61 134018 PSC Sleeper track - Maximum slew more TRM 50.00 193.98 9699.00

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL 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

63 136060 Replacing existing glued joint rail with cut Each 250.00 1685.87 421467.50

rails 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.

Fixing of Wooden Distance Block of size

1.0m x 0.3m x 0.15m between track and

section and cess up to 3.95m from centre

line of track in mid section & station yard,

as specified by Engineer in-charge including

disposal of branches, bushes outside

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

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

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.

Marking, inscribing, painting, writing,

bordering etc. on new / old iron surface at

various locations of Points & Crossings with

details of turn-in / turn-out reference

station mark on rail web for one set, duly

preparing surface with contractor's wire

brush and applying two coats of yellow

synthetic enamel paint of approved quality

as background and stenciling the details to

suitable size, as described for every curve

reference station mark / switch / crossing

details with black enamel paint of approved

quality complete, as directed : Note:

Stenciling of letters is only permitted. No

hand written letters are accepted.

Carrying out pre-tamping, during tamping

and post-tamping works for tamping of

Turnouts of all types Under Traffic Block

Conditions 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

UNIMAT; (4) Digging, screening and

replenishment of ballast at mud pumping /

rounded ballast in sleeper crib location; (5)

Tightening of loose fittings including check

rails 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 worked-out / fallen

fittings; (9) Removing and re-fixing joggled

fish plates & wooden blocks, OHE bonds &

other obstructions, wherever necessary ;

(10) Removing and re-fixing stretcher bar,

as directed; (11) Adjustment in opening and

housing of switch for testing operation of

points (12)Manual consolidation of ballast in

cribs and shoulders; (13) 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; (14) Recovery

at the rate of twice the applicable rate will

be effected in case contractor fails to carry

out any of the pre/during/post operation.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL 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 of

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, 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.

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

Spreading of New / SH , normal or wider

base PSC sleepers from stack along track

on either side for different leads with all lifts

85 172082 Extra to Item no. 172081 for additional lead Each 2000.00 43.10 86200.00

of every 500m or part thereof beyond 500

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.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

86 173031 Rails, switches, crossings, SEJ, Glued Joints, MT 1000.00 351.11 351110.00

Check Rails etc.

88 173033 P.Way fittings of all types and other similar MT 200.00 358.83 71766.00

89 173040 Stacking of glued joints in single layer for Each 300.00 60.37 18111.00

electrical testing, in such a manner that

glued joints - (a) shall not touch ground, (b)

shall not touch one another, (c) shall not

touch any rail or any metallic body, (d) shall

not be water-logged from any side and (e)

end post shall not rest on supports of glued

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,

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

91 202022 Speed Indicator Board of equilateral Each 15.00 5128.99 76934.85

triangular shape having each side of

1000mm with back support frame fixed to

vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

93 202024 Termination Indicator Board of Circular Each 6.00 7723.13 46338.78

shape having diameter of 1000mm with

back support frame welded to vertical post

of MS angle of size 50mmx50mmx6mm of

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

94 202030 Manufacturing, supplying and fixing Curve Each 100.00 822.97 82297.00

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

Manufacture and supply of Drill Twist, made

of High Speed Steel (HSS) of various sizes

of Addison / I.T. make or equivalent, as

directed by the Engineer in-charge.

Erection or removal of temporary

Engineering Indicator Board or any other

board at specified locations without causing

infringement to track etc. complete and as

101 211060 Supply and fixing in position pre-cast Each 60.00 476.92 28615.20

cement concrete Fouling Mark as per

approved drawing at station yard, duly

painting the top surface and slopes with

white enamel paint in two coats and

inscribed letters with black of Fouling Mark,

complete in all respects with all labour,

materials including cement, tools and

102 211070 Providing and erecting water proof Gypsy Day 30.00 489.55 14686.50

Tent of size 3m x 3m for a specific period of

time and removal of the same after

completion of work or as directed by

Engineer in-charge.

Providing furniture temporarily at site work

in good condition at different locations as

per direction of Engineer In-charge and

removing the same after completion of

104 211082 Office Chairs with cushioned seat, back and Each 120.00 34.61 4153.20

105 211130 Providing and fixing Trolley Refuge of size Each 100.00 3716.79 371679.00

3.0m x3.0m on cess, placing with released

unserviceable PSC sleepers and keeping

them at all four sides of refuge and also

placing as matting inside the refuge by

keeping them in upside down position with

a minimum of 14 sleepers including

levelling with earth, excavation, all lead

and lift, crossing of tracks, leading the

sleepers with in a free lead and lift,

handling etc., with all contractor's men

material complete and as directed by the

Engineer-in-charge. Note: Earth-work will to

be paid separately under relevant item.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL 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 hours at site.

106 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 500.00 794.59 397295.00

with minimum 1.10 cum bucket capacity

107 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 600.00 942.83 565698.00

crane of 12T capacity for misc. works of

handling of material

108 211203 Tractor with Trolley for local transportation Hour 500.00 200.69 100345.00

or other misc. works.

cement polythene bags with Rly.

Ballast/moorum/earth/Sand/quarry dust etc.

placing the filled bags on the high banks

/bridge approaches/nominated place etc.

dumping and spreading at the nominated

locations to profile under block period with

all contractor's labour, tools, plants,

loading, unloading, filling, spreading

including all lead/lift etc. complete and as

directed by the Engineer in charge at site

including crossing of track where

Schedule B-Work in connection with CNB NI and other Miscellaneous P.way works in section of

Item- 02 CPWD-DSR-2021 Items

S No. Item No Description of Item Unit Qty Rate Amount

1.0 CARRIAGE OF MATERIALS

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.1 Cost of carriage including loading, cum 150 187.24 28086

unloading & stacking for first 50 metres

1.2.1.2 Every additional lead of 50m or part thereof cum- 1350 40.77 55039.5

beyond1st 50 m upto 9 such additional lead lead

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, cum 100 234.05 23405

unloading & stacking for first 50 metres

1.2.2.2 Every additional lead of 50m or part thereof cum- 900 50.96 45864

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

depth, 1.5 m in width as well as 10 sqm on

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.25 Filling available excavated earth (excluding cum 100 253.95 25395

rock) in trenches, plinth, sides of

foundations etc. in layers not exceeding

20cm in depth, consolidating each

deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m.

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

2.25A Excavating, supplying and filling of local cum 600 368.65 221190

earth (including royalty) by mechanical

transport upto a lead of 5km also including

ramming and watering of the earth in

layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Surface dressing of the ground including

removing vegetation and in-equalities not

2.28 exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5

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 plinth level :

derived from natural sources : 6 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 15 9673.5 145102.5

level up to floor five level precast reinforced

cement concrete work in string courses,

bands, copings, bed plates, anchor blocks,

plain window sills and the like, including the

10 cost of required centering, shuttering but ,

excluding cost of reinforcement with

1:1.5:3 (1 cement : 1.5 coarse sand(zone-

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources).

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 4500 89.65 403425

Fe-500D or more.

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S.

6.1 (non modular) bricks of class designation

7.5 in foundation and plinth in:

Brick work with common burnt clay F.P.S.

(non modular) bricks of class designation

7.5 in superstructure above plinth level up

to floor V level in all shapes and sizes in :

11.0 FLOORING

11.16S TILE FLOORING

Chequered terrazo tiles 22 mm thick with

graded marble chips of size up to 6 mm in

floors, jointed with neat cement slurry

11.19 mixed with pigment to match the shade of

the tiles, including rubbing and polishing

complete, on 20 mm thick bed of cement

mortar 1:4 (1 cement :4 coarse sand) :

14 11.19.3 Dark shade pigment using ordinary cement Sqm 200 1240.75 248150

11.26S KOTA STONE FLOORING

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Kota stone slab flooring over 20 mm

(average) thick base laid over and jointed

with grey cement slurry mixed with

11.26 pigment to match the shade of the slab,

including rubbing and polishing complete

with base of cement mortar 1 : 4 (1 cement

: 4 coarse sand) :

13.0 FINISHING

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ Sqm 350 97.6 34160

3.84 kg/10 sqm)

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of

material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 160 2007.1 321136

equivalent design mix)

15.3 Demolishing R.C.C. work manually/ by cum 55 2928.1 161045.5

mechanical means including stacking of

19 steel bars and disposal of unserviceable

material within 50 metres lead as per

direction of Engineer - in- charge.

Demolishing brick work manually/ by

mechanical means including stacking of

15.7 serviceable material and disposal of

unserviceable material within 50 metres

lead as per direction of Engineer-in-charge.

Dismantling C.I. or asbestos rain water pipe

15.42 with fittings and clamps including stacking

the material within 50 metres lead :

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix cum 70 8277.55 579428.5

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed board

vibrator , vacuum dewatering process and

finally finished by floating, brooming with

wire brush etc. complete as per

specifications and directions of Engineer-in-

charge. (The panel shuttering work shall be

paid for separately). (Note:- Cement

content considered in this item is @ 330

kg/cum. Excess/less cement used as per

design mix is payable/ recoverable

18.0 WATER SUPPLY

18.23S C.I./DUCTILE IRON PIPES & SPECIALS

18.24 Laying in position S&S or flanged C.I. Quintal 1 546 546

23 special such as tees, bends, collars, tapers

and caps etc.(excluding cost of specials).

Providing and laying S&S C.I. standard

18.25 specials such as tees, bends, collars, tapers,

caps etc. (Heavy class):

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

Providing and laying S&S centrifugally cast

18.27 (spun) iron pipes (Class LA) conforming to

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required

will be paid separately) :

18.31.3 150 mm diameter

Schedule C-Work in connection with CNB NI and other Miscellaneous P.way works in section of

Item- 03 NS Items

S No. Item No Description of Item Unit Qty Rate Amount

52kg/60kg T/out on fan shaped PSC sleeper

including assembling/out from stock joint to

back of crossing outside the track at

suitable locations as instructed by site in

charge as per standard layout and drawing

with all fittings and fastenings with leading

of rail, sleepers switches, crossing etc. from

stacking point to the site of work with

maximum lead of 500 meters, required.

This preassembled T/out will be laid in track

with railway T-28 points and crossing laying

machine under traffic block. Rate also

includes making the proper leveled bed

under same traffic block for laying of T-28

machine in bringing the preassembled

T/outs to site of linking the T/out with

approaches of track with initial aligning,

boxing, lifting, grading, leveling, spacing of

sleepers and kutcha packing required to

make the track fit for traffic e.i for clearing

the traffic block leading of rail sleepers,

work is to be carried out with contractor's

own labour, tools and plants etc. Rates also

include leading of the fitting and fastenings

from PWI's store to site of work. So nothing

extra will be paid to the contractor except

the accepted rates whatsoever the case

may be. (b) Turn out 1 in 8.5

2 02 NS-2 Dismantling and removal of existing Each 1.00 8699.70 8699.70

dead end from the existing track including

leveling of bed upto formation level

loading, leading and stacking of dismantled

materials from the site of work to the store

of SSE/P.way/C/CNB at nominated place.

3 03 NS-3 Carting ballast from ballast stacks to cum 500.00 314.01 157005.00

various locations in the contractors

vehicles, leading, loading and unloading of

the same on location near to the required

location, leading out of ballast and putting

in track (Ballast stacks with in maximum

radius of 13000 m) including crossing of

tracks, nallahs, road etc. The rate includes

all lead, lift, T&P, as required for carrying

out complete work as per direction of

engineer incharge (Lead from 0 to 15km).

(NOTE-This item will be operated when lead

exceed 250 mtr)

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

unloading of excavated earth / muck

/dismantled rubbish of CC / masonry in

foundation from platform in-between

running / adjacent to track and by manual

or any other suitable means or

descent/ascent, crossing of tracks, signal

wires, OHE wires, passenger crowds or any

other obstructions etc. upto a lead of 1 Km.

5 05 NS-5Extra action for siezed pandrol clip Each 15000.00 19.37 290550.00

from the track without damage PRC

sleepers with /without the help of gas

heating and cleaning the same with wire

brush and emery paper specially on the

centre leg including cleaning of eyes of MCI

inserts from any debris of rusted material

and insertion of Railway's new / same

pandrol clip with application of zero grade

graphite grease conforming to IS 408 : 1981

with all contractor's labours, tools & plants,

lead and lift etc.complete job under the

close supervison of Railway's

representative and as directed by Engineer-

6 06 NS-6 Grouting below the sleeper: Grouting Kg 10000.00 65.68 656800.00

in track bed concrete or any other location

with pumpable cementitious grout material

i.e. Tech. Grout p.g. or equivalent having

shrinkage compensating chloride free and

rpid hardening properties with maximum

grain size up to 0.2 mm . The material

should attain compressive e strength of

200-220 kg / Sq Cm. in 4 hours and 300 kg.

/ Sq Cm. in 24 hours and 500 kg. / Sq CM. in

21 days with flowable consistency by

suitable for intricate damp and water

logged areas, the grouting to be carryout

by direct displacement reciprocating pump

including drilling of 22 mm to 33mm

nominal dia holes by rotary cum

percussion, drilling & fixing of exon able,

mechanical pacer with all contractor's

labor, materials,T/P and equipment's etc.

7 07 NS-7 Pouring of carbonious polymer sealant Each 150.00 547.37 82105.50

: As per IS : 1834 - 1984 grade - B pouring

of carbonious polymer sealant uneffected

by spillage of fuel oil, grease, mobile, &

insensitive to heat from locomotive exhaust

in the formed 10mm grove in between

sleeper & concrete maintaining a depth of

25mm from top level of the special

concrete with contractor's labour, materials

& equipments tools & plants complete

8 08 NS-8 Pouring of carbonious polymer sealant Each 150.00 313.12 46968.00

As per IS : 1834 - 1984 grade - A Display

good adhesion has the ability to with stand

extension without cracking & Low

susceptibility to flow during hot weather

conditions with contractors Foam arround

the sleeper with proper arrangement as

directed by Engineer-in-charge & approved

9 09 NS-9 Insulated Rail Dolly with attachment Each 10.00 7264.32 72643.20

for carrying sleeper rails and other P. Way

material as per attached Specification &

Drawing. MAKE-NESC (Warranty Period :

Upto 30 months from the date of delivery.)

PRAYAGRAJ DIVISION-ENGG/NORTH CENTRAL RLY

15 Ton as per following Specification .

capacity 15 Ton Closed Height 558 mm lift

304mm base size 160x280mm head size 76

sq mm (Warranty Period : Upto 30 months

from the date of delivery.)