Proposed additional platform line and extension of Single face platform to Island platform for proposed road 5 at Puducherry station.

Item Breakup - A-Items of works that are covered by DSR 2021 for Platform work

Item- 2 Items of works that are covered by USSOR 2021

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

1 024010 Providing and casting machine batched, cum 55.00 5017.86 275982.30

machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix, mixed in Mobile

Concrete Batching/Mixing Plant at site or

RMC from approved plants, (Cast in-

Situ/Pre-cast) in bottom/top slab, side

walls, toe wall and sumps haunch filling

head walls, thrust bed or any other

component using 20mm graded crushed

stone aggregate and coarse sand of

approved quality of RCC box of any size

including finishing, Plasticiser in approved

proportions (as per IS:9103), to modify

workability without impairing strength and

durability, complete as per drawings and

technical specifications as directed by

Engineer in charge. Note: 1. Payment for

cement, reinforcement and shuttering

shall be made extra under relevant item.

2. Plasticiser shall invariably be used in

approved proportion to increase

workability with minimum possible

quantity of cement for all grade of Design

Mix Concrete unless it is specifically

approved citing reasons at the stage of

Mix Design and in that case deduction

shall be made as per relevant item.

CONST-HQ-ENGG/SOUTHERN RLY

Launching of precast RCC box segments of

any size and barrel length for

single/double line as per approved

drawings to the correct alignment and

position in electrified / non-electrified

sections safeguarding all utilities ( S&T

cable, power cable, OHE, pipelines etc.)

including transportation of box segments

from casting yard to site of launching,

dismantling of the existing track, removing

& stacking of ballast, removing surcharge,

dismantling of existing bridge built with

s t o n e masonry / cement concrete

including cutting of formation, placing of

Box segments in position either on base

slab or prepared foundation, backfilling

after launching of precast box segment

and compaction of earth in surcharge,

ballasting & re-laying of track to correct

alignment and geometry, packing and

further maintenance till allowing non-stop

20 KMPH over the re-laid track, complete

in all respect as per approved drawing to

the satisfaction of Engineer-in-charge. The

rate is all inclusive except the cost of RCC

Box Segments, Base Slabs (if required)

and backfill material which shall either be

supplied by railway or paid extra under

relevant item.Note: Unit of 'Each' here

means bridge of span(s) with a total linear

waterway up to 3m.

2 024031 Single Line Note: Minimum equipment Each 1.00 1058969.33 1058969.33

required shall be (i) Crawler mounted

Hydraulic excavator of min 200 HP and

bucket capacity 2.5 cum - 3 numbers (ii)

Cranes minimum 150 T capacity - 3 nos.,

(iii) Stone Breaker - 1 no., (iv) Road Trailer

of 20 MT capacity - 1 no., (v)Tippers - 2

nos. and (vi) Tractors - 2 nos. (vii) Slope

Vibratory compactor - 1 no. and other

required machineries etc. in good working

condition at site of work.

Centering and shuttering including

strutting, propping etc. and removal of

3 025031 All types of bridge sub-structures, e.g. Sqm 120.00 765.08 91809.60

pier, abutment, wing wall, retaining wall,

RCC box type foundations, Abutment cap,

Pier Cap, Inspection Platform & Pedestal

over Pier cap, Fender wall, Diaphragm wall

etc. up to 5m above ground level

Painting of cleaned plate/composite bridge

girders including all scaffolding along with

provision of Jhoola / hanging scaffolding

ladders etc. where required.

4 041263 With two coats of Aluminium paint in dual Sqm 500.00 104.17 52085.00

containers conforming to IS:2339 with DFT

of 15 - 20 Microns for each coat.

Painting cleaned triangulated bridge

girders including all scaffolding, along with

provision of Jhoola / hanging scaffolding

ladder where required.

5 041271 With one coat ready mix Zinc Chromate Sqm 500.00 121.38 60690.00

conforming to IS:104 with DFT of 25-30

Microns followed by one coat of Zinc

Chrome red oxide conforming to IS:2074

with DFT of 25 Microns.

CONST-HQ-ENGG/SOUTHERN RLY

Removing of existing bed plate from

existing bed block, supply, fabrication and

erection of new bed plate of approved

sizes in exact position over bed block of

pier/abutments by giving full and even

bearing, setting them on the layer of free

flow non-shrinkable grouting compound,

scrapping or chipping of bed block, if

required, fabrication and fixing of holding

down HTS bolts of suitable sizes along with

nuts, washers etc., drilling holes of

required size, grouting of holes by epoxy

mortar after fixing holding down bolts.

Total work to be done during traffic block.

Cost of holding down HTS bolts shall be

paid extra under relevant item for supply

of HTS holding down bolts.

6 041294 Supply of HTS holding down bolts with Kg 1000.00 121.22 121220.00

nuts, washer etc.

7 041300 Assembling and erecting pre-fabricated MT 50.00 16656.25 832812.50

structures, such as columns, beams,

girders, other members of FOBs and

sheds; including leading all structural

elements within 1 Km lead, bolting,

riveting or welding as per approved

drawing or as directed by Engineer In-

charge. Rate shall include cost of labour,

materials, tools & plants and only pre-

fabricated structural elements shall be

given by Railway. (Work not requiring

traffic or power block).

to be executed under traffic or power

9 041370 Supplying fabricating and erecting welded MT 50.00 113537.08 5676854.00

and/or bolted and/or riveted steel work in

built up sections, trusses and framed

work, staging, racks, Height Gauge etc. for

Steel Structures other than bridge girders,

using RSJ, tees, angles and channels/flats,

plates, gussets, round or square bars,

cleats, bolts etc., with contractors own

steel including cutting, bending,

straightening, drilling, riveting, hoisting,

fixing, erecting, welding, bolting etc., with

Providing stiffeners wherever required as

per approved drawing including applying a

priming coat of a approved steel primer

with all contractor's materials, labour,

tools & plants, lead & lift including

crossing of tracks if required etc.,

complete as per specification and as

directed by Engineer-in-charge. Note: The

payment shall be made on the theoretical

weight of main components and gusset

Schedule Schedule C-Items of works that are covered by USSOR 2021 for P. Way related works

Item- 3 Items of works that are covered by USSOR 2021

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

CONST-HQ-ENGG/SOUTHERN RLY

Assembling and Laying of Improved Switch

Expansion Joint (SEJ) on PSC sleepers of

any rail section as per RDSO drawing

including leading of SEJ rails, sleepers,

fittings for a free lead of 250 metres,

cutting of rails, drilling of holes as required

and lubrication of SEJ, gauging, aligning

rails, providing temporary connection with

adequate welding gap with adjoining rails,

providing reference posts at SEJ, first

through packing of SEJ portion to make

track geometry fit for 30 kmph speed and

making ballast profile as per IRPWM. Note:

(1) Rail cutting and hole drilling shall be

paid separately.(2) One set comprise

complete SEJ on both rails at SEJ.

2 065040 Dismantling & removing existing SEJ Set 4.00 10578.04 42312.16

(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.

3 071030 Dismantling the existing BG Buffer-stop Set 1.00 5818.47 5818.47

laid with rails & wooden/ST sleepers

including leading the dismantled Buffer

stop materials to nominated places within

station yard limits and stacking as

material-wise and classification-wise duly

releasing all fittings carefully without

causing any damage with all contractor's

labour, tools, with all lead and lifts,

crossing of tracks if any, etc., complete as

directed by the Engineer-in-charge.

Assembling on temporary staging and

insertion of all types of turnouts including

diamond crossings and derailing switches

on prepared ballast bed during traffic

block, manually or by contractor's cranes,

at specified location with 52Kg / 60Kg rail

section on PSC sleepers with Railways

rails/sleepers available anywhere within

5 0 0 m as per standard drawing, duly

leading sleepers, rails, switches, crossings,

fastenings etc. including rail cutting,

drilling, fixing of all components, fittings

etc. with housing of tongue rails as per

requirement of signaling including crossing

of track, filling and spreading of ballast in

crib and shoulder as required, linking of

turnout with existing track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20

kmph speed including lubrication of

fittings/fastenings, complete in all respect

a n d as directed by Engineer in-charge.

Note: Required P.Way fittings shall be

supplied at the SSE/P.Way stores.

CONST-HQ-ENGG/SOUTHERN RLY

8 083030 Boxing and profiling of ballast as per TRM 1300.00 29.22 37986.00

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

9 083040 Removing, screening and salvaging ballast cum 720.00 344.21 247831.20

from 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.

10 092030 25mm gap 'in-situ' welding during traffic Each 150.00 1806.57 270985.50

block using Railway's welding portion &

Welder and finishing of weld to meet the

prescribed tolerances and pass all

stipulated tests with all required labour,

materials, consumables, tools, equipments

etc. to complete the work in all respect as

per IR's "Manual for Fusion Welding of

Rails by Alumino - Thermic Process" with

latest correction slips, including marking of

welded joint, painting weld collar with

anticorrosive paint, restoration of track

near weld joint to original position and

fixing of joggled fish plate at new weld, to

be removed after passing of weld in USFD

test as directed by Engineer in charge.

Note: 1. Only welding portion and related

accessories as per Annexure - I and

Welder shall be supplied by Railways. 2.

Hydraulic Weld trimmer shall be used for

chipping and profile Grinder for finishing.

3. Required nos. of Joggled fish plates shall

be supplied by Railway at nearest P. Way

Stores and the same shall be returned at

nearest P. Way Store or at other location

as per direction of Engineer-in-Charge

after release from track.

11 121010 Dismantling of existing LWR/SWR track of TRM 300.00 216.96 65088.00

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 track over it, all as per

direction of Engineer-in-Charge.

CONST-HQ-ENGG/SOUTHERN RLY

Providing Centre Line / Rail Level,

reference Pegs on formation at an interval

of 30 metres on one side or at centre of

proposed / existing track, as directed by

engineer in-charge for linking of new track

/ CTR / Deep Screening / Lifting / Lowering

works, duly embedding in formation

including marking with contractor's paint.

Note: (1) Rails/tie bar of suitable size bar

shall be supplied by the Railways from

nearest Stores Depot. In case of hard wood

peg, the hard wood will be supplied by the

contractor. (2) Excavation and concrete

work, if required, will be paid separately.

12 123013 With contractor's hard wood pegs of 50 Each 50.00 155.31 7765.50

mm dia and 60 cm long

13 123020 Installation of reference points for track Each 5.00 708.60 3543.00

centre line in main and loop lines, in

straight or curve portion, SRJ for turnouts,

heel of crossing (HOC), locations of

derailing switches, switch expansion joints

etc. away from formation on firm ground

at known offset with MS Angles of

50mmx50mmx5mm thick of length 1.80 m

each, founded in concrete block of size

30cm x 30cm x 45cm of nominal mix

1:3:6, including painting to reference pegs

with two coats of enamel paints on

exposed surface, as directed by Engineer

In charge. Note: Earth work and Cement

concrete will be paid under relevant items.

14 123030 Spreading of ballast, from existing stacks cum 3000.00 49.15 147450.00

available along formation on top or at

c e s s , in required uniform thickness,

compaction of ballast layer laid on new

formation at all the locations with smooth

wheeled power roller of 8-10 tonne

capacity to sufficient number of passes to

form consolidated ballast bed of

approximately 250mm thickness to a width

of 4m symmetrical to centre line of

proposed track in correct line & level with

all ascents & descents, as directed by

Engineer in-charge. Note: Item is inclusive

of (a) providing ramp for taking roller to

formation and removing the same &

making good formation after completion of

work; (b) redistribution & leveling of

excess ballast while rolling to obtain

uniform plane cambered surface.

CONST-HQ-ENGG/SOUTHERN RLY

Linking of BG track (except at LC, Bridges

and SEJs) with any type of rail section and

sleeper of specified density, on ballast bed

spread and compacted with suitable roller,

over prepared formation including leading

free rails/welded panels available along

the alignment on to formation, leading and

spreading all fittings and fastenings,

spreading of sleepers at specified spacing,

squaring, placing of rails over sleepers and

fixing rails to sleepers with all types of

fittings and fastenings to correct gauge &

alignment, lubrication of fittings and

fastenings with contractor's grease as per

IRPWM standards with contractors labour,

tools, consumables, with all lead, lifts etc.

complete and raising, levelling and initial

packing of track to make it fit for 30 kmph

and meet other prerequisites prescribed in

Indian Railway Track Machine Manual for

deployment of Tamping Machine. Note:

1.Rail cutting and Hole drilling shall be

paid separately. 2.Spreading of ballast and

compaction shall be paid separately under

15 123042 For sleeper density of 1540 sleepers per TRM 1300.00 325.44 423072.00

Shifting / Slewing the existing or newly

assembled track of any rail section with

any type of sleepers and any density

under line block to correct locations &

alignment and attending to one round

kutcha packing to run safely at 20KMPH

speed with all contractors tools and

consumables complete and as directed by

Engineer in-charge.

16 123091 Maximum Shifting / Slewing up to 1 metre TRM 250.00 229.57 57392.50

17 123092 Maximum Shifting / Slewing for more than TRM 50.00 275.93 13796.50

1 metre & up to 2 metres

Providing Caution Watchman at a location

where caution order is imposed and

ensuring to be on continuous vigil and

exhibit necessary hand signals to the

trains for their passage over caution spot.

Note: 1) Prescribed protection equipment

shall be supplied by Railways and the

same shall be returned after work is over.

2) If Contractor fails to post watchman at

any time during one day, penalty at

double the accepted rates will be levied

a n d 3) The watchman nominated by the

contractor will be screened for suitability

as per Railway norms.

CONST-HQ-ENGG/SOUTHERN RLY

Preparation of completion drawings of yard

in AutoCAD, showing all the details, such

as circulating area, approach road,

platform shelter, platform, FOB etc.,

showing relevant particulars to appropriate

scale as per IR's Engineering Code on

approved quality, transparent media as

per details supplied by Railways, including

submission of check print for proof

checking, duly incorporating the suggested

corrections and modifications and

supplying the final plot on approved

quality & transparent media with six

copies of ammonia prints complete and

soft copy, as directed by Engineer in-

charge Note: (i) Drawings shall be

prepared by using latest drawing making

softwares AutoCAD, Work station etc. and

printing shall be done on high end latest

plotters. (ii) Stage Payment - (a) For check

print - 40% (b) For Paper tracing - 40% (c)

For Ammonia print & soft copy - 20%.

19 124044 Completion drawing of way side station Each 1.00 3479.98 3479.98

Through packing of track, as per procedure

prescribed in latest edition of Indian

Railways Permanent Way Manual

20 131011 For PSC sleeper Track with Sleeper Density TRM 1300.00 115.94 150722.00

of 1540 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

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.

CONST-HQ-ENGG/SOUTHERN RLY

De-stressing of LWR/CWR track of any

density under traffic line block with

contractor's labours, tools, equipments

and consumables inclusive of all lead &

lift. Activities include cutting of LWR/CWR

into convenient panels of specified length,

removal of ERCs, liners, greasing of ERCs

and liner contact area, lifting rails and

keeping them on rollers provided at every

15 sleepers, working out elongation of rail

ends depending on prevailing site

conditions, pulling rails with the help of

Hydraulic Tensor to achieve the desired

elongation, cutting rails, as required,

removing rollers and placing rail in

position, re-fixing ERCs & liners and

adjustment of gap at SEJs : Note: (1)

Welding of rail joints will be paid

separately. (2) Rail cutting and Hole

drilling shall be paid separately. (3)

Opening and closing of LC if required will

be paid separately. (4) As per procedure

prescribed in latest edition of IRPWM &

CE's Circulars for destressing of LWR/CWR,

24 136060 Replacing existing glued joint rail with cut Each 30.00 1999.79 59993.70

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

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

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

CONST-HQ-ENGG/SOUTHERN RLY

28 144020 Providing an assisting gang comprising of Gang 20.00 3090.64 61812.80

4 men per day with SSE/P.Way/ USFD for Day

carrying out ancillary works viz., lookout,

watering, paint marking and handling

machine for USFD test with Single Rail

Tester (SRT) machine and as directed by

Engineer in charge. Note: 1. This item shall

be operated only when there is no

departmental staff available and only with

the prior approval of concerned Sr.

DEN/Co-ordination. 2. In case, contractor

provides less no. of Labour, payment will

be deducted for each such person @ 50%

of the accepted item rate.

Dismantling of existing Turnout by

removing switches, rails, crossings, check

rails, sleepers and all fixtures and stacking

all released materials, removing ballast

and muck by excavating up to required

depth, preparation of formation bed,

laying of pre assembled Turnout by

Railway's T-28 machine, linking of track

with all fittings, filling up of ballast duly

screened, packing, adjusting, opening &

housing of switch, testing operation of

switch assembly and attending track

parameters, so as to make track fit for 20

kmph speed including disposing off muck

to indicated places up to free lead after the

block working etc. complete. Note: Rate

includes making necessary preparation for

T-28 machine movement like preparation

of approaches, transportation and laying

of wooden sleepers/blocks, etc.

CONST-HQ-ENGG/SOUTHERN 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

31 155013 New Line Section, not opened for traffic TRM 1300.00 11.44 14872.00

CONST-HQ-ENGG/SOUTHERN RLY

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.

35 156015 Derailing Switch (Under Traffic Block Set 4.00 3787.35 15149.40

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

Loading of rails of any section and length

up to 13 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up

39 171014 I n Wagon where mechanical handling is MT 180.00 165.78 29840.40

possible and traffic block is not required or

in Truck/trailer.

CONST-HQ-ENGG/SOUTHERN RLY

Loading of tongue rail, stock rail, switch

assembly and crossings of any section and

length, SEJ, Glued joint etc. with / without

P.Way fittings and fastenings, in Wagon /

Truck / trailer including lead up to 250

metre and lift up to 5 metre.

40 171024 I n Wagon where mechanical handling is MT 90.00 161.36 14522.40

possible and traffic block is not required or

in Truck/trailer.

Unloading of rails of any section and

length up to 13 metre, in neat manner for

Railway usage from departmental material

train (DMT) or contractor's / Railway's

Truck/trailer including lead up to 50 metre,

lift up to 5 metre and stacking in

prescribed manner.

41 171053 From Wagon where mechanical handling is MT 180.00 121.63 21893.40

possible and traffic block is not required or

in Truck / trailer.

Loading of 52kg / 60kg PSC normal line

and special sleepers up to 2.75 metre

length in Depot / Station / Mid-section

between stations in a neat manner to

departmental material train (DMT) or

contractor's / Railway's Truck/Trailer with

crane or any other means including

crossing of one track with free lead up to

250 metre and lift up to 5 metre, if

required with contractor's labour, tools &

plants, machinery, consumables etc. Note:

In case of any damage to sleeper during

loading, penalty @ 50% of the all inclusive

cost of sleeper shall be levied.

42 172014 I n Wagon where mechanical handling is MT 750.00 132.26 99195.00

possible and traffic block is not required or

in Truck / trailer

Loading of 52kg / 60kg PSC line and

special sleepers beyond 2.75 metre length

including existing fittings and fastenings in

Depot / Station / Mid-section between

stations in a neat manner to departmental

material train (DMT) or contractor's /

Railway's Truck/trailer with crane or any

other means including crossing of one

track with free lead up to 250 metre and

lift up to 5 metre, if required with

contractor's labour, tools & plants,

machinery, consumables etc. Note: In case

of any damage to sleeper during loading,

penalty @ 50% of the all inclusive cost of

sleeper shall be levied.

43 172024 In Wagon/Truck / trailer where mechanical MT 150.00 160.92 24138.00

handling is possible and traffic block is not

Loading, leading and unloading of all types

of P.Way fittings and all other

miscellaneous m a t e r i a l except Rails,

sleepers, switches, crossings, SEJs and

Glued Joints by road vehicles for different

leads. Note: Lead shall be the shortest

motorable road length between the points

of loading and unloading.

45 172048 Extra for every Km per MT beyond 150 Km MT-Km 1000.00 3.30 3300.00

over item no. 172047

CONST-HQ-ENGG/SOUTHERN RLY

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.

47 172058 Extra for every Km per MT beyond 150 Km MT-Km 95000.00 3.30 313500.00

over item no. 172057

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.

48 173031 Rails, switches, crossings, SEJ, Glued MT 10.00 500.78 5007.80

Joints, Check Rails etc.

50 173033 P.Way fittings of all types and other similar MT 5.00 430.26 2151.30

51 173040 Stacking of glued joints in single layer for Each 30.00 71.89 2156.70

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

52 181040 Dismantling existing lifting barrier along Set 1.00 24308.63 24308.63

with winch assembly and other

components like boom, fringes, locking

arrangements, pedestal, boom rest,

locking rods/wires, pulley stakes, turn out

wheels, 'A' base and other materials

connected with functioning of lifting

barrier, removing engineering indicators

on track and level crossing road signages

without any damage including demolishing

concrete base of existing structures,

filling, ramming and levelling the ground

disturbed during demolition, clearing

debris and stacking all released material in

a neat and countable manner and clear of

infringements, as directed. Note: Barriers

on both sides of level crossing constitute

CONST-HQ-ENGG/SOUTHERN RLY

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-

53 182011 Level crossings with asphalted road Sqm 200.00 654.78 130956.00

Manufacture, supply, assembly, erection,

commissioning and testing of Lifting

Barrier assembly, having fragmented

boom, boom light boxes with suitable gate

lamps, bell, boom supports (stay wires)

with adjusters, counter weight, pedestal

and lock posts with foundation of 'A' type

as required, turn-union wheel with

brackets, balance and auxiliary weights

clamps etc. to approved standard drawing

with all fittings and fastenings excluding

fringes, complete with contractor's men,

equipments and materials, as per

specifications and as directed.

55 185050 Manufacture, supply, assembly, erection, Each 1.00 237571.17 237571.17

commissioning and testing of Winch

Arrangement for operation of level

crossing lifting barriers, as per RDSO's

approved layout, having standard covering

arrangement, foundation of 'A' type as

required and pulleys, pulley guides &

stakes, horizontal rope wheel, vertical rope

wheel, wire adjusting screws, wire ropes 6

x 6 x 19 with all fittings, fixtures &

accessories to RDSO's approved drawings

with all parts including painting of steel

work as per specification, as directed with

cement concreting complete. Note:

Excavation and concrete work will be paid

56 186160 Manufacturing, supplying and fixing MT 1.00 121412.05 121412.05

Wicked Gate of size 1025mm x 1025mm x

1000mm at manned level crossings, as

per approved drawing including painting

with 2 coats of specified enamel colour

paint over 1 coat of primer including

earthwork in excavation etc. complete, as

per specifications and as directed.

CONST-HQ-ENGG/SOUTHERN 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 directed.

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

58 202022 Speed Indicator Board of equilateral Each 10.00 5715.38 57153.80

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

60 202024 Termination Indicator Board of Circular Each 10.00 8078.45 80784.50

shape having diameter of 1000mm with

back support frame welded to vertical post

of MS angle of size 50mmx50mmx6mm of

61 202030 Manufacturing, supplying and fixing Curve Each 22.00 1181.15 25985.30

Indicator / Point Indicator / SEJ Boards to

be provided at various locations on

formation, made out of MS sheet 2mm

thick of size 450mm x 300mm duly fixed

with MS frame of 25mm x 25mm x 3mm

angle welded to 50mm x 50mm x 3mm

MS angle, 1000mm long post split and

bent 100mm at bottom end with all lead &

lift as per specification and including

painting of details with enamel paint, as

directed by Engineer in-charge (Earthwork

& concreting will be paid separately)

Erection or removal of temporary

Engineering Indicator Board or any other

board at specified locations without

causing infringement to track etc.

complete and as directed.

CONST-HQ-ENGG/SOUTHERN RLY

64 211060 Supply and fixing in position pre-cast Each 3.00 563.39 1690.17

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 plants etc.

65 211070 Providing and erecting water proof Gypsy Day 5.00 3677.10 18385.50

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

67 211082 Office Chairs with cushioned seat, back Each 25.00 43.51 1087.75

and arms per day

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.

68 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 50.00 867.49 43374.50

with minimum 1.10 cum bucket capacity

69 211210 Arranging labour as and when required by Day 50.00 782.69 39134.50

the Engineer in charge, for various works

under SSE/P.Way, with contractor's T&P,

equipments, hand signal flags, etc. as per

specifications, special conditions and

detailed scope of work as furnished in the

tender and as directed by the Engineer in

charge. Note: Item shall be operated with

prior approval of concerned Sr. DEN / DEN

70 211250 Manufacturing and fixing buffer stop with Each 1.00 17110.32 17110.32

Railway supplied rails, cutting, including

bending of rails as per plan ,with all

contractor's labour, materials, tools, plants

etc. and all lead and lift including crossing

of track where necessary and as directed

by Engineer in charge at site. Note:

Excavation, fixing rails in cement concrete,

drilling of holes will be paid separately.

71 211260 Manufacture and supply of Precast Each 1.00 575.82 575.82

Kilometer Posts of size 1.15 x 0.50 x 0.075

m in RCC 1:2:4 mix, engraving letters and

leading to work spot, fixing in position with

CC 1:3:6 concrete duly making pits of size

as required, painting the post, writing the

letters on both sides of the post with 2

coats of enamel paint of approved quality

to the Railways drawings/IRPWM with

contractor's materials, cement, steel,

labour, tools, plant, with all lead and lifts

etc., complete as per specifications and as

directed by the Engineer-in-charge. Note:

Excavation, Concrete and steel work will

be paid under relevant items.

CONST-HQ-ENGG/SOUTHERN RLY

gradient Posts of size 1.65 x 0.60 x 0.075

m in RCC 1:2:4 mix, engraving letters and

leading to work spot, fixing in position with

CC 1:3:6 concrete duly making pits of size

as required, painting the post, writing the

letters on both sides of posts in 2 coats

with enamel paint of approved quality to

the Railways drawings/IRPWM with

contractor's materials, cement, steel,

labour, tools, plant, with all lead and lifts

etc., complete as per specifications and as

directed by the Engineer-in-charge. Note:

Excavation, Concrete and steel work will

be paid under relevant items.

Schedule Schedule D-Items of works that are NOT covered by USSOR 2021/DSR 2021

Item- 4 Items of works that are NOT covered by USSOR 2021/DSR 2021

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

platform by Contractor's vehicles o r other

m e a n s including excavation f r o m earth

q u a r r i e s o u t s i d e the Railway limits

approved by the Engineer -in- Charge in all

soils other than black cotton and loamy

s o i l s , l o a d i n g , l e a d i n g t o w o r k spot,

benching t h e slopes wherever necessary,

unloading, compacting the earth in layers

b y mechanical means with contractor's

compacting equipment such as vibrating

roller, pan vibrators etc. as p e r relevant

clause o f special conditions of contract

including sectioning t o profile. (Payment

by cross section measurements)

2 1500134 Providing grooves at required size over the Running 1000.00 46.60 46600.00

existing concrete floor duly cutting with Metre

special cutting machines at locations as

specified to make the platform concrete as

a panel for expansion jointing purpose and

applying with hot bitumen inside the

groove with all lead and lift etc. complete

and as directed.(All labour and material by

Schedule Schedule E-Items of works that are covered by USSOR 2021 for Supply of Ballast

Item- 5 Items of works that are covered by USSOR 2021

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

Manufacturing, supply and stacking of

machine crushed Track Ballast conforming

to RDSO Specification (IRS-GE-1) with

latest correction slips at Railway depot or

nominated location. Note: Distance of

nearest quarry mentioned in each sub-

item is only for the purpose of selecting

the items for preparation of

estimates/tender schedule, based on the

minimum distance between nearest quarry

and centre of supply points and will not

affect the selection of quarry during

physical supply in any way till prescribed

specification is met fully.

than 50 km and up to 100 km

Schedule Schedule F-Items of works that are covered by USSOR 2021 for Earthwork

Item- 6 Items of works that are covered by USSOR 2021

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

CONST-HQ-ENGG/SOUTHERN RLY

Earthwork in filling in embankment, guide

bunds, around buried type abutments,

bridge gaps, trolley refuges, platforms etc.

with contractor's own earth conforming to

Soil Quality Class SQ1/SQ2/SQ3, after

preparation of foundations as applicable,

benching in existing banks wherever

required, spreading in layers with motor

grader, bringing the moisture content to

OMC, mechanical compaction to specified

density and dressing of bank to final profile

as per RDSO Specifications:

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: 1) Foundation

preparation, Benching including additional

earthwork on account of this, wherever

required, shall be paid extra under

relevant schedule item for benching. 2)

Payment for Earthwork under this item

shall be made based on the cross section

measurements calculated (i) with original

ground profile of existing bank based on

initial ground levels before doing benching

and (ii) final profile of the bank worked out

with final levels as per prevailing

2 012040 Manufacturing of blanketing material by cum 3200.00 1474.76 4719232.00

wet mixing of naturally available suitable

soil including additional blending with

naturally available or manufactured

material as required to achieve specified

gradation, in designed proportion in Pug

mill or wet mix plant to have uniform

gradation including all incidental

transportation, laying over finished

formation in uniform layer(s) with motor

grader, compaction with suitable vibratory

roller to specified density and finishing to

correct profile, complete as per RDSO

Specification No. RDSO/2020/GE: IRS-0004

with latest correction slips.

Schedule Schedule G-Items of works that are covered by USSOR 2021 for Supply of Cement

Item- 7 Items of works that are covered by USSOR 2021

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

Supply and using Cement at Worksite

approved brands/makes

Schedule Schedule H-Items of works that are covered by DSR 2021 for Supply of Steel

Item- 8 Items of works that are covered by DSR 2021

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 100000 89.65 8965000

grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete above plinth level.

CONST-HQ-ENGG/SOUTHERN RLY

5.22A.6 Thermo-Mechanically Treated bars of Kg 5000 89.65 448250

grade Fe-500D or more.