All repairs and maintenance of P. way zonal works for a period upto 30/9/2026 from Km. 515.00 to 572.13 between Gangadharpur - Ganjam station under SSE(P.Way)/ Rambha of Khurda Road Division.

A-Execution of all works covered under USSOR-2021 of East Coast

B-Execution of items related to Transportation of P.Way materials.

C-Unless otherwise specified, the unit rates for the Items of Sch-C

D-Unless otherwise specified, the unit rates for the Items of Sch-D

related to transportation of P.Way materials, loading and unloading covered under Schedule- B).

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

Dismantling and removing rail of all section &

length from track, laid on any type & density of

sleeper by removing fish plates, fastenings &

fish bolts and other materials including stacking

all released materials within an average

distance of 500 metres as directed by Engineer

in-charge. Note: 1.Cutting of rails shall be paid

separately. 2.Work to be done under traffic

1 061022 For Casual/Scattered Rail Renewal work RM 425.00 33.06 14050.50

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.

2 061032 For Casual/Scattered Rail Renewal work RM 425.00 34.99 14870.75

Through Sleeper Renewal (TSR) with PSC

sleepers involving removal existing sleepers of

any type along with fittings from track, insertion

of PSC sleepers lying along the cess / formation

/ slope / toe within 5 metres height with all

fittings to specified spacing, gauge and

squareness, one round of through packing to

make track fit for 20 kmph speed, dressing of

ballast to standard profile, all in accordance

with the latest provisions of IRPWM and

stacking of all released material neatly at

specified places within an average lead of 100

m as directed by Engineer in-charge.

3 062012 For location of work involving deep screening Each 800.00 176.01 140808.00

(deep screening to be paid separately).

4 062014 For PSC wider base sleepers - For location of Each 5000.00 184.81 924050.00

work involving deep screening. (deep screening

to be paid separately)

KHURDA ROAD DIVISION-ENGINEERING/ECOR

5 063030 Through Fitting Renewal (TFR) on PSC track, Sleeper 5500.00 24.75 136125.00

comprising of renewal of Grooved Rubber Pads,

Liners and ERCs without damaging PSC

sleepers. Scope includes removal of all fittings,

cleaning of rail seat, rail flange at liner seats,

and eye of Inserts with wire brushes and

applying Grease Graphite Grade "O" (IS:408) to

eye of insert and central leg of ERC with

contractor's grease of Railway's specification,

fixing all fittings in correct position and sealing

liner edges with grease all complete including

collection and stacking of released materials at

nominated locations within SSE Jurisdiction as

directed by Engineer-in-Charge. Note: All the

fittings will be supplied at SSE/Stores/Depot.

6 063060 Opening and refixing of Joggled fish plates Set 650.00 48.53 31544.50

provided to weld joints/rail of any rail section

under traffic to enable examination of weld/rail

by departmental official nominated by Engineer

In charge and lubrication of fishplates by

applying departmental Grease graphite grade

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

departmental black oil as per procedure laid

down in latest version of IRPWM, including all

tools required and as directed by Engineer-in-

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

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

be given by department and issued at

concerned SSE/PW Stores. 2.Jammed fish bolts

shall be cut using chisel and hammer and

replaced with new bolt.

7 063090 Lubrication of ERCs and its liner contact area by ERC 6500.00 4.08 26520.00

removal of ERCs and Metal / GFN liners in rail

panel, cleaning of rust / scale of ERC, Metal /

GFN liners & SGCI insert by using wire brush,

scrapper / sand emery paper etc supply and

application of graphite grease, as prescribed by

Railway for under side of liners & corresponding

area of rail foot & SGCI insert with ERCs and re-

fixing the same as per procedure prescribed in

latest edition of IRPWM with contractors grease

and all other tools & plants complete and as

directed. Note: Each ERC in this item shall

constitute 1 ERC and its Liner Contact area.

8 063100 Removing seized ERC from SGCI inserts of ERC 120.00 59.81 7177.20

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.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

KHURDA ROAD DIVISION-ENGINEERING/ECOR

10 065020 Renewal of existing SEJ with improved SEJ with Set 2.00 7899.44 15798.88

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.

11 065040 Dismantling & removing existing SEJ (Switch Set 2.00 8671.14 17342.28

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.

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.

13 074012 Sleepers of length more than 2.85 m and up to Each 150.00 776.72 116508.00

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.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

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.

19 081024 Depth of 300 mm below bottom of sleeper - For TRM 3200.00 539.16 1725312.00

20 081028 Depth of 300 mm below bottom of sleeper for TRM 250.00 862.66 215665.00

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

KHURDA ROAD DIVISION-ENGINEERING/ECOR

25mm gap 'in-situ' welding during traffic block

using Railway's welding portion 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 portion and related accessories as per

Annexure - I shall be supplied by Railways. All

other items required shall be supplied by the

Contractor. 2. Welding shall be carried out only

by trained welder having valid competency

certificate. 3. Hydraulic Weld trimmer shall be

used for chipping and profile Grinder for

finishing. 4. 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

crucible fitted with Automatic Tapping Thimble

Technology, 3 pieces Mould (Zircon washed)

and Compressed Air Petrol heating technique.

25mm gap Cess Welding with Railway's welding

portion and finishing of weld to meet the

prescribed tolerances and pass all stipulated

tests with Contractor's 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 all required handling and rehandling

of rails, marking of welded joint, painting weld

collar with anticorrosive paint, as directed by

Engineer in charge. Note: 1 . Only welding

portion and related accessories as per

Annexure - I shall be supplied by Railways. 2.

Welding shall be carried out only by trained

welder having valid competency certificate. 3.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing.

crucible fitted with Automatic Tapping Thimble,

3 pieces Mould (Zircon washed) and

Compressed Air Petrol/LPG pre heating

24 104040 In-situ reconditioning of MCI insert of points & Each 150.00 243.03 36454.50

crossings sleeper by reclaiming the worn-out

portion to the desired height, grinding of the

finished profile for regaining the toe load lost.

The reconditioning to be done by using TERRA C

I-94 - Electrodes of make L & T, Advani Oerlicon,

Diffusion, SHARP - 650, or equivalent approved

by RDSO for reconditioning of Cast iron alloys.

removing and refixing the required fittings for

reconditioning in traffic condition. The cost

includes all labour, lead lift, transportation of

men and material, cost of consumables, hiring

of machinery required etc, complete and as

directed by the Engineer-in -charge.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

25 131031 For PSC Sleeper Track with Sleeper Density of TRM 900.00 116.14 104526.00

26 131032 For PSC Sleeper Track with Sleeper Density of TRM 3000.00 127.76 383280.00

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.

27 131041 For PSC Sleeper Track with Sleeper Density of TRM 900.00 89.34 80406.00

28 131042 For PSC Sleeper Track with Sleeper Density of TRM 3000.00 98.28 294840.00

Through packing of points and crossings,

derailing switches including gauging, fittings

recoupment, ballasting as required, elimination

of sag and to the required alignment after Deep

Screening as per procedure prescribed in latest

edition of IRPWM complete as per direction of

Engineer-in-charge. Note: This work shall be

operated in exceptional cases with written

approval at DEN level when UNIMAT is not

available and immediate packing is required to

pass train over it.

31 131060 Packing of isolated loose PSC sleepers on plain Sleeper 9000.00 75.21 676890.00

track below the bottom of t h e 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.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

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).

34 136060 Replacing existing glued joint rail with cut rails Each 65.00 1685.87 109581.55

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 platform wall.

36 136090 Cleaning of side drains along the track including RM 3200.00 29.98 95936.00

disposing of muck beyond Railway boundary as

per instructions of Engineer in-charge to keep

drains clean and clear in cuttings etc.

37 136100 Removing weeds & bushes in ballast section TRM 32000.00 13.80 441600.00

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 cess/yard.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

Providing lighting arrangements with halogen

lamps on and around machine during machine

working in night time blocks, with contractor's

generator, consumables, all necessary electrical

fittings, operators etc. Note: 1. Lighting

arrangement is to be provided as per advance

planning of Night Blocks and written

communication. 2. In case lighting arrangement

is made available but not used due to non-

availability of block, payment @ 60% of the

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

LED lamps of equal lumen capacity may be

used with the approval of Engineer -in-Charge.

4. If lighting arrangement fails during block,

recovery shall be made twice the rate per day.

generator and 8x500 W)

Quick cutting with abrasive rail cutter of all

types of rail sections including wear resistant,

head hardened rails up to 110 UTS, with

contractors tools & plants, equipment,

consumable with all lead & lift etc. complete as

directed by Engineer in-charge. Abrasive Rail

Cutter will be as per RDSO Specification No.

TM/SM/1 (Rev. 01 of 2012) with latest status of

RDSO; Rail Cutting Wheel Abrasive Disc will be

as per RDSO Specification No.TM/SM/2 (Rev. 01

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

44 161050 Drilling holes of specified size for bond holes Each 160.00 41.16 6585.60

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 at site.

Overhauling of level crossing by digging out up

to 50mm below sleeper, screening of shoulder

& crib ballast, replacing unserviceable sleepers

& fastenings as necessary, removal of check

rails for examination of running rails and check

rails, scrapping of rails and painting running

rails and check rails and all fixtures with two

coats of coal tar emulsion, greasing of ERCs,

MCI inserts and liners oiling all the bolts,

correcting cross level, gauge, alignment,

surfacing and packing etc., re-fixing check rails

duly ensuring standard clearances, re-inserting

screened ballast, making good deficient ballast

with Railway's ballast from stacks /

heaps/borrowing from adjacent length of

adjoining track within 50m lead, ramming &

levelling road surface and refixing concrete

slabs/making motarable road surface as

required excluding re surfacing with bitumen as

directed by Engineer in-charge.

45 182012 Level crossings with concrete blocks road Sqm 160.00 485.14 77622.40

Fixing of wooden blocks of approximate size of

150mm x 300mm x 1200mm on end of check

rails including sizing at level crossings with

contractor's labour, tools & plants and as

Manufacturing, fabricating and supplying retro-

reflective Level Crossing Indicator boards, made

of 2mm thick aluminium sheet or 3mm thick

aluminium composite sheet, face to be fully

covered with high intensity encapsulated type

heat activated retro-reflective sheeting

conforming to type-IV of ASTM-D4956-01 in

yellow & black or other colour combination

including subject matter, message, symbols,

borders etc. as approved by Engineer In-charge

or as per IRPWM guidelines, pasted on substrate

by an adhesive backing which shall be activated

by applying heat and pressure conforming to

class-2 of ASTM-D-4956-01 and fixing the same

with suitable sized aluminium alloy rivets @ 20

cm c/c to back-support frame of M.S. angle iron

of size 25mm x 25mm x 3mm provided all

along the edges of board with theft resistant

measures, back side of board shall be with non-

peelable weather-proof paint, consisting of one

coat of zinc chromate primer and two coats of

epoxy paint. Vertical post shall have black &

white anti-corrosive paint or powder coating

complete, as directed.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

47 202011 Bilingual Whistle Boards for level crossing of Set 12.00 7274.09 87289.08

size 600mm x 600mm of each board with back

support frame welded to vertical post of MS T

section of size 75mm x 75mm x 6mm x

48 202012 Speed Breaker / Rumble Strips Board of size Set 12.00 6720.24 80642.88

900 mm equilateral triangular shape and

600mmx200mm boards with back support

frame welded to vertical post of MS T section of

size 80mmx80mmx8mmx3650mm

49 202014 Manned Level Crossing Indicator Board of size Set 12.00 6203.03 74436.36

900 mm equilateral triangular shape with back

support frame welded to vertical post of MS T

section of size 80mmx80mmx8mmx3650mm

Manufacturing, fabricating and supplying retro-

reflective Engineering Indicator boards, made of

2mm thick aluminium sheet or 3mm thick

aluminium composite sheet, face to be fully

covered with high intensity encapsulated type

heat activated retro-reflective sheeting

conforming to type-IV of ASTM-D4956-01 in

yellow & black or other colour combination

including subject matter, message, symbols,

borders etc. as approved by Engineer In-charge

or as per IRPWM guidelines, pasted on substrate

by an adhesive backing which shall be activated

by applying heat and pressure conforming to

class-2 of ASTM-D-4956-01 and fixing the same

with suitable sized aluminium alloy rivets @ 20

cm c/c to back-support frame of M.S. angle iron

of size 25mm x25mm x 3mmprovided all along

the edges of board with theft resistant

measures back side of board shall be with non-

peelable weatherproof paint, consisting of one

coat of zinc chromate primer and two coats of

epoxy paint. Vertical post shall have black &

white anti-corrosive paint or powder coating

complete, as directed.

1400mmx400mm with back support frame fixed

to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

51 202022 Speed Indicator Board of equilateral triangular Each 6.00 5205.56 31233.36

shape having each side of 1000mm with back

support frame fixed to vertical post of MS angle

of size 50mmx50mmx6mm of 3650 mm long

52 202024 Termination Indicator Board of Circular shape Each 6.00 7362.86 44177.16

having diameter of 1000mm with back support

frame welded to vertical post of MS angle of

size 50mmx50mmx6mm of 3950 mm long

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.

57 211120 Fixing vertically the unserviceable PSC sleepers Each 42.00 139.70 5867.40

at locations of tress-passing, railway boundary

or to make temporary store by excavating

trench, fixing PSC sleeper in trench and filling

back open trench.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

58 211130 Providing and fixing Trolley Refuge of size 3.0m Each 18.00 3924.17 70635.06

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.

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

59 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 14.00 1134.57 15883.98

crane of 12T capacity for misc. works of

handling of material

Schedule C-Unless otherwise specified, the unit rates for the Items of Sch-C shall include the cost of

following. a) All labour and materials, tools and plants, equipment's, machinery etc. b) All lead, lift,

ascent, descent etc. c) All handling, rehandling, loading, unloading, freight, consumable stores

fuels, lubricants, transportation, vehicles, diplorring and when & where required and crossing one

or more lines if necessary. d) All taxes including octroi on materials, royalty, GST and all incidental

charges complete.

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

1 1 Supply of Oxygen gases in the working site as Each 10.00 300.00 3000.00

directed by Engineer in Charge. Cylinder

2 2 Supply of DA gases in the working site as Each 5.00 300.00 1500.00

directed by Engineer in Charge. Cylinder

3 3 Supply of Rail Thermometer metal body Each 50.00 1121.00 56050.00

(Magnetic base type) as per RDSO specification

No. TM/67 (Rev. 01 of 2010.Overall length: 200

+ 5mm (including casing), Overall length of

capillary tube: 186 +2 mm, Least Count: 1.00 C,

Temperature Range: - 50 to +850C, Weight:

Within 120gms., Temperature Recording Time:

Within six minute.

4 4 Supply of Box type Gauge cum Level (BG) as Each 50.00 2856.00 142800.00

per RDSO Specification No. TM/58 Dt.

11.06.2001 with 2 year warranty.

7 7 Supply of Anticorrosive bituminous paint Litre 200.00 105.80 21160.00

Schedule D-Unless otherwise specified, the unit rates for the Items of Sch-D shall include the cost of

following. a) All labour and materials, tools and plants, equipment's, machinery etc. b) All lead, lift,

ascent, descent etc. c) All handling, rehandling, loading, unloading, freight, consumable stores

fuels, lubricants, transportation, vehicles, diplorring and when & where required and crossing one

or more lines if necessary. d) All taxes including octroi on materials, royalty, GST and all incidental

charges complete.

Item- 1 Please see Item Breakup for details.

S No. Item Description of Item Unit Qty Rate Amount

KHURDA ROAD DIVISION-ENGINEERING/ECOR

1 1 Removing of Burrs on stock rails, Tongue rails & Turn- 20.00 325.00 6500.00

other locations near points & crossings zone on out

track in yards where required with all

contractor's lead, lift, labour, materials, loading,

unloading, transportation, tools & plants, taxes

etc complete as directed by the Engineer in

charge or his authorised representative at work

2 2 Rendering track circuit bond at rail joints and Per Joint 100.00 11.04 1104.00

traction bonds between rails and OHE masts

with contractor's materials.

3 3 Painting of inservice guard rails two coats with Per 700.00 42.00 29400.00

brush after surface preparation with contractors Metre

anticorrosive bituminous black paint to IS 9862 - of Rail

4981 to a thickness of 100 microns per each

coat on flange, web finishing plane and guage

face on both GF & NGF sides including top of

head i.e. complete round the rails on both the

rails including surface preparation and painting

of rails screws and washers for 52 Kg rails with

all contractors, labour, tools, plant, lead, lift,

brushes, paints, transportation including surface

preparation and painting of rails as per the

procedure given in procedural order for painting

and latest instruction and correction slip on the

subject and as specified including crossing of

track, handling of rails and as directed by

Engineer-in-charge.

Opening and dressing of unloaded ballast. Track

5 5 Renewal of broken/ defective Spl. PSC sleepers Per 100.00 130.00 13000.00

on SEJ's including carrying of sleepers & fittings Sleeper

and stacking of released materials with a free

lead of 100mtr including two rounds of packing.

6 6 Painting and lettering gradient posts, km posts, Each 1000.00 101.86 101860.00

curve plates, boundary pillars/marks etc two

coats (both sides) along the railway tracks.