Open tender for repair and maintenance of track in the section of SSE/P-Way/I/Andal.

B-Overall percentage Above/Below/At par on assessed cost of schedule-B

Item- 1 Items of schedule-B (Items of USSOR-2021).

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.

ASANSOL DIVISION-ENGINEERING/EASTERN 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.

3 061022 For Casual/Scattered Rail Renewal work RM 520.00 42.18 21933.60

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.

5 061032 For Casual/Scattered Rail Renewal work RM 500.00 44.67 22335.00

Re-spacing of existing PSC sleepers for Increasing

Sleeper Density (ISD) work in track after marking of

sleeper spacing as per required sleeper density,

including fixing all fastenings and initial packing

and all associated work required to complete the

work, as directed. Note: Insertion of new sleeper

will be paid extra under relevant item.

6 062021 For location of work not involving deep screening TRM 96.00 197.57 18966.72

7 062022 For location of work involving deep screening (deep TRM 60.00 71.25 4275.00

screening to be paid separately).

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.

8 062031 Locations other than Ballasted Deck Bridge Each 450.00 563.65 253642.50

9 063090 Lubrication of ERCs and its liner contact area by ERC 13000.00 4.97 64610.00

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

10 063100 Removing seized ERC from SGCI inserts of existing ERC 340.00 56.80 19312.00

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.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

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.

12 063122 By using Contractor's Grease Graphite Each 600.00 40.34 24204.00

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 P.Way

16 063140 Renewal of seized Plate/Rail screws on PSC Each 420.00 229.34 96322.80

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 screw with

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

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.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

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 relevant item.

22 074012 Sleepers of length more than 2.85 m and up to 4.20 Each 50.00 998.52 49926.00

Renewal of CMS Crossing of all rail sections with

CMS crossing or with WCMS crossing complete with

fastenings including replacement of worn-out

rubber pads, liners and ERC, as required. All the

released materials shall be stacked at specified

location in a countable manner within the lead of

500m & 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: Rail cutting and drilling shall be paid

separately under relevant item.

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 Switches Renewals of existing

curved/Thick web switches with Thick Web

Switches on 60Kg Points and crossings including

approach rails as required, on PSC sleepers,

removing and re-fixing or replacing fittings,

fastenings, stretcher bar, blocks etc., with housing

of tongue rails as per requirement of signaling etc.

including preparation for operation of traffic block,

under line block conditions and packing of any

disturbed sleepers and boxing of ballast to profile,

picking of slacks of track at switch portion, crossing

of track wherever necessary. 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: Rail cutting

and Hole Drilling shall be paid under relevant item.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Re-spacing of PSC sleepers of existing turnout after

pre-marking of sleeper locations as per standard

layout drawings, removing ballast and all other

fittings/fastenings to clear obstruction for shifting

as required, shifting of sleeper at correct location,

fixing of all fittings/fastenings, ballasting, requisite

packing, boxing and profiling, complete as directed

by Engineer-in-charge. Note: Prior inspection and

recording defective spacing and approval of

Engineer-in-Charge shall be mandatory for

operating this item.

30 074132 Sleepers of length more than 2.85 m and up to 4.20 Each 250.00 196.09 49022.50

Manual deep screening of Plain track/ turnouts

under traffic as per procedure prescribed in IRPWM,

June 2020 or latest, in other than 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.

32 081014 Depth of 300 mm below bottom of sleeper of Plain TRM 800.00 542.47 433976.00

33 081018 Depth of 300 mm below bottom of sleeper for TRM 280.00 867.95 243026.00

34 083010 Lifting and packing for regrading the existing PSC TRM 520.00 212.73 110619.60

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

35 083030 Boxing and profiling of ballast as per procedure TRM 3100.00 31.27 96937.00

prescribed in latest edition of IRPWM including cess

dressing on both sides of track. The work will

include removing excess ballast from track and

putting the same in crib and shoulder by leading to

a maximum of 50m including crossing of track,

deweeding on ballast section etc and as directed

by Engineer-In charge.

36 083040 Removing, screening and salvaging ballast from cum 900.00 368.33 331497.00

track, duly digging / scarifying ballast by beaters /

wire brushes or any mechanical means, leveling

and dressing formation with specified cross slope

after salvaging ballast, separating muck by

screening the salvaged ballast with contractor's

20mm size sieve, stacking of screened ballast for

measurement, disposing off muck at specified

locations with all lead & lifts as directed by

Engineer in-charge. Note: Payment shall be made

for quantity of ballast stacked after screening of

retrieved ballast from track.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Unloading of Ballast from Railway's wagons other

than Hopper wagons by opening the doors of boxes

and pulling & pushing down ballast with rake irons /

phowrahs and distributing unloaded ballast

uniformly over the track as required, clearing

infringements/jammed ballast, profiling and boxing

following all prescribed safety norms.

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.

41 113010 Cess repair/widening work as per RDSO cum 250.00 297.77 74442.50

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

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.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

42 122015 For rails/panels of more than 40m length - Under RM 120.00 51.54 6184.80

Through packing of track, as per procedure

prescribed in latest edition of Indian Railways

Permanent Way Manual

43 131011 For PSC sleeper Track with Sleeper Density of 1540 TRM 2500.00 124.02 310050.00

Sleepers/Km or more

Picking up of slacks in track of all sleeper density,

duly opening up ballast, gauging, alignment,

correcting longitudinal & cross levels, packing,

boxing of ballast and dressing the same under

traffic conditions as per procedure prescribed in

latest edition of IRPWM and as directed by Engineer

in-charge. Note: In-charge section Engineer should

identify locations requiring packing and obtain prior

approval of DEN/XEN before execution of the work

when there is no Zonal Track Maintenance agency

deployed in the section.

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.

45 131031 For PSC Sleeper Track with Sleeper Density of 1540 TRM 140.00 148.82 20834.80

46 131032 For PSC Sleeper Track with Sleeper Density of 1660 TRM 320.00 163.70 52384.00

Third or subsequent Through Packing of track for

all sleeper density including picking of slacks, as

required after second through packing, subsequent

to Deep Screening work as per procedure

prescribed in latest edition of IRPWM. This item can

also be used after lifting/regrading/realignment

works also. Note: General lift is normally 25 mm

and isolated lift may be up to 50 mm.

47 131041 For PSC Sleeper Track with Sleeper Density of 1540 TRM 140.00 114.48 16027.20

48 131042 For PSC Sleeper Track with Sleeper Density of 1660 TRM 320.00 125.92 40294.40

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.

51 131070 Slack picking of joint sleepers and 3 approach Each 50.00 672.36 33618.00

sleepers on either sides giving required lift to make

up general track level, packing and profiling as

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.

52 134015 PSC Sleeper track - Maximum slew up to 50mm TRM 380.00 149.36 56756.80

ASANSOL DIVISION-ENGINEERING/EASTERN 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.

53 135011 With Railway's Hydraulic Rail tensor TRM 2500.00 43.83 109575.00

Fixing Joggled Fish Plates with bolt / clamp

(supplied by Railway from nearest SSE Store) in

running track conditions at welds on rail, as

directed by engineer in-charge (drilling of holes in

rail, if required, shall be paid separately).

57 136020 Providing wooden blocks under weld joint duly Each 130.00 187.54 24380.20

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.

58 136060 Replacing existing glued joint rail with cut rails or Each 30.00 2141.74 64252.20

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

Fixing of Wooden Distance Block of size 1.0m x

0.3m x 0.15m between track and platform wall.

60 136080 Drilling holes of 16mm to 22mm dia. on all types of Each 80.00 249.67 19973.60

PSC sleepers and fixing the dowels with adhesive of

RDSO approved quality for fixing check rails &

guard rails, as directed by Engineer in-charge.

61 136090 Cleaning of side drains along the track including RM 1500.00 38.48 57720.00

disposing of muck beyond Railway boundary as per

instructions of Engineer in-charge to keep drains

clean and clear in cuttings etc.

62 136110 Trimming of tree branches coming within 6m of Each 10.00 203.13 2031.30

centre line of track & those obstructing views of

Curves/LCs / Signal / Indicator at locations in

section & station yard, as specified by Engineer in-

charge including disposal of branches, bushes

outside cess/yard. Note: Girth of more than 20 cm

will only be considered as tree branch.

ASANSOL DIVISION-ENGINEERING/EASTERN 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

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.

65 137060 Anti-corrosive painting to weld collar for Thermit Each 140.00 38.32 5364.80

welded rail joints on track for old painted joints in

severe corrosive prone area for any rail section

with one coat of high build epoxy paint (two pack)

of reputed make confirming to RDSO Specification

M&C/PCN-111/99 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: 1.Before painting, dust, dirt and flaked paint

from the welded joint shall be removed thoroughly

by scrapping with wire brush. Grease and oil shall

be removed by use of appropriate solvent

confirming to latest IS:1745: 2.Use of detergent

followed by water washing should also be done to

ensure removal of oil and grease apart from the

greasing compound. 3.The paint should be

procured along with the thinner recommended by

the manufacturer of the paint 4.No other thinner

like kerosene oil should be used

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

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.

71 137084 Level Crossing Boards including Road Sign Boards Each 12.00 168.19 2018.28

73 137090 Curve details, SE, Versine, Station Nos. etc. per Each 60.00 58.01 3480.60

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

74 154030 Removal of screened muck discharged by BCM, TRM 600.00 35.42 21252.00

where muck disposal on side slope is restricted due

to platform, cutting, OHE mast etc. and disposing it

beyond 5m from edge of cutting up to 3m deep or

alternatively carting it up to 50m for disposing off

beyond the end of cutting / platform and making up

cess wherever low.

75 154040 Removal of screened muck discharged by TRM 600.00 23.61 14166.00

FRM/SBCM where muck disposal on side slope is

restricted due to platform, cutting, OHE mast etc.

and disposing it beyond 5m from edge of cutting up

to 3m deep or alternatively carting it up to 50m for

disposing off beyond the end of cutting / platform

and making up cess wherever low.

76 154120 Pre, during, and post BCM works for deep screening TRM 1200.00 498.18 597816.00

of ballast in Points and crossings with all

contractor's labour, tools and plants as required to

carry out the work to the standards in specific time

including crossing of tracks etc. complete and as

directed by the Engineer - in - charge. I. Pre-BCM

Operation : a) making trenches for insertion of

cutter bars at various locations as per the

directions of engineer in charge. i.e.., one trench

ahead of one rail length from SRJ and second

trench near sleeper No 62 ( 1in 12) etc., b) Filling

up ballast up to sleeper level. c) Tightening of

fittings/ plate screws, ERCs, Stud bolts, check rail

bolts. II. During BCM Operation : a) Assistance to

S&T Department : Opening of cables at approach of

Points & Crossings, TLD Boxes/ removing of Point

motor and refixing the same and covering cables

after passing of BCM in block period with S&T Staff.

b) Engineering : c) Removing of two long sleepers

i.e.., sleeper No 3 & 4 and refixing the same in

position during block after passage of BCM. d)

Removing obstruction i.e.., S&T CC block duly

digging with crow bars and breaking with chisel/

hammer, cutting of rail pegs with gas. e) To

remove, excess ballast on rail table for free

movement of BCM and for packing purpose. f)

Extension of cutter bar wherever required in

assisting machine staff. g) Removing of cutter bar/

Chain links from the trenches after screening work

by BCM. III . Post BCM Operation : a) Packing switch

portion including Motor long sleeper i.e.., SRJ to

heel joint to reset Point for train movement & initial

packing of lead portion to allow train at 20KMPH

and lifting the track in two stages (50mm to 75mm

in each lift) wherever required for correcting the

longitudinal surfacing b) Dumping of ballast in the

deficient portion in crib, on main line turnout side

for initial packing purpose. c) Boxing / Levelling of

muck duly ensuring levelling of muck on cess side

and lowering of cess to the deep screened depth

and removing of muck in between the lines and

leading up to 250mts. Note: 1. For technical

reasons, some of the points and crossings cannot

be deep screened either fully or partially by BCM, in

which case, the left over length will be deep

screening manually. 2. The length of points and

crossings assembly for payment of this item should

be taken from SRJ to longest concrete sleeper

available just beyond heel of crossing along main

ASANSOL DIVISION-ENGINEERING/EASTERN 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.

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.

79 156011 1 in 8½ Turnouts (Under Traffic Block Conditions) Set 32.00 11108.63 355476.16

80 156012 1 in 12 Turnouts (Under Traffic Block Conditions) Set 14.00 12934.56 181083.84

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

Extra Over Item Numbers 156011 to 156015 for

night block working

81 156021 Extra to Item no. 156011 for night block working Set 10.00 1666.29 16662.90

82 156022 Extra to Item no. 156012 for night block working Set 8.00 1940.18 15521.44

83 157020 Carrying out ancillary works required for UTV Shift 12.00 2731.53 32778.36

working under line block i.e., turning of rails/

Sleepers and keeping in position for fixing of UTV

clamps to rail, keeping rails/PSC Sleepers in

position while loading into BFR, removal of clamps

on BFR for releasing loaded rail/Sleepers, adjusting

of rails/Sleepers on BFR etc. by providing minimum

of three men in a shift of 8 hours, with all

contractor's tools, all lead, lift, crossing of tracks

etc., complete and as directed by the engineer - in -

charge. Note: In case, contractor provides less no.

of Labour, payment will be deducted for each such

person @ 2/3 rd of the accepted item rate.

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

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

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.

92 161050 Drilling holes of specified size for bond holes with Each 140.00 42.61 5965.40

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 at site.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

93 162030 Loading / unloading of concrete sleepers from cess Each 350.00 30.02 10507.00

to BFR / BRH wagons and vice-versa by jib crane

attachable to BFR / BRH for handling concrete

sleepers with contractor's tools & plants,

equipment, consumable with all lead & lift etc.

complete, as directed by Engineer in-charge.

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.

96 172033 Extra to Items no. 172032 for lead beyond 1 Km for MT 140.00 55.00 7700.00

every subsequent Km or part thereof and up to 10

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.

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.

98 173031 Rails, switches, crossings, SEJ, Glued Joints, Check MT 45.00 444.82 20016.90

100 173033 P.Way fittings of all types and other similar loose MT 26.00 460.41 11970.66

101 194010 Manufacture of flared portion of Guard Rail by Set 3.00 5011.69 15035.07

cutting and bending to required shape & RDSO's

approved drawings. Note: (1) Rails shall be supplied

by Railways. (2) One set consists of two rails i.e.

both left and right.

102 194040 Drilling of 25mm to 40mm dia. holes in PSC Each 100.00 209.64 20964.00

sleepers with suitable rotary hammer / drilling

machine at indicated location for fixing of guard

rails on bridges & its approaches as per approved

drawing and fixing of contractor's HDPE dowels and

adhesive of approved quality to Drawing no.

RDSO/T-3002, procured from RDSO's approved

sources with contractor's materials and

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

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

103 202021 Caution Indicator Board of size 1400mmx400mm Each 10.00 6572.25 65722.50

with back support frame fixed to vertical post of MS

angle of size 50mmx50mmx6mm of 3650 mm long

104 202022 Speed Indicator Board of equilateral triangular Each 6.00 5674.99 34049.94

shape having each side of 1000mm with back

support frame fixed to vertical post of MS angle of

size 50mmx50mmx6mm of 3650 mm long

105 202023 Stop Indicator Board of size 1400mmx400mm with Each 5.00 6572.25 32861.25

back support frame fixed to vertical post of MS

angle of size 50mmx50mmx6mm of 3650 mm long

106 202030 Manufacturing, supplying and fixing Curve Indicator Each 10.00 1122.41 11224.10

/ 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)

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-

110 211130 Providing and fixing Trolley Refuge of size 3.0m Each 10.00 4742.54 47425.40

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.

ASANSOL DIVISION-ENGINEERING/EASTERN RLY

111 211140 Supplying and spraying in specified proportion Sqm 400.00 0.81 324.00

Weedicide Chemical, capable to kill entire weed on

track / cess / embankment with all labour, material,

tools & plants etc. complete job in all respect.

Scientific name of the chemical is Isopropylamine

Salt of Glyphosate, in which active ingredient is

Glyphosate (41%), colour is light amber to

brownish, very low in toxicity and has favourable

environmental characteristics. It will be ensured

that no weed growth occurs up to six months

period, otherwise re-spraying shall be done by the

contractor free of cost.

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

112 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 30.00 808.64 24259.20

minimum 1.10 cum bucket capacity

113 211202 Hydra or similar tyre mounted Pick-n-Carry crane of Hour 30.00 940.74 28222.20

12T capacity for misc. works of handling of material