"Construction of 3rd line work including earth work, blanketing, minor bridges, major bridges, LC work and other miscellaneous works for DFC feeder route of Indian Railway Standard Loading, execution of indoor & outdoor S&T works, execution of general electrical works, installation and commissioning of overhead equipment (OHE) for traction and power supply in connection with the 3rd Line work of Chandil-Purulia section in Adra Division of South Eastern Railway." on Engineering, Procurement & Construction (EPC) Mode.

- Not Applicable)

Item- 6 For Unforeseen Work under NS items/SERUSSOR 2021/CPWD DSR 2023 & S&T SER SOR2021 ver 2.1

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

items/SERUSSOR 2021/CPWD DSR

2023 & S&T SER SOR2021 ver 2.1

Schedule Schedule A1-Execution of all works as detailed in schedule

Item- 2 For Brigge foundation, Sub structure & Retaining wall work under SERUSSOR 2021

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

below average ground level within

the slope/toe of embankment

including making of nose with

contractor's own arrangement

complete in all respect Note:

Payment will be made as per

actual driven length of rail which

will be supplied free by Railways

at the site of work.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

Providing and laying in position

Plain cement concrete of specified

Nominal Mix f o r miscellaneous

works like side drains, foundation

for OHE masts and other

miscellaneous structures

excluding the cost of Cement,

centering and shuttering - All

work up to plinth level :

sand (zone-III) : 3 graded stone

aggregate 20 mm nominal size)

(zone-III) : 4 graded stone

aggregate 20 mm nominal size)

(zone-III) : 6 graded stone

aggregate 20 mm nominal size)

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

machine batched, 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) using 20mm

graded crushed stone aggregate

and coarse sand of approved

quality in RCC raft foundation &

Pile cap including finishing, using

Plasticiser in approved

proportions (as per IS:9103), to

modify workability without

impairing strength and durability

complete as per specifications

and direction of the Engineer in

c h a r g e . N o t e : 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 for not using

plasticiser at the stage of Mix

Design and in that case deduction

shall be made as per relevant

Providing and laying in position

machine batched, 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) using 20mm

graded crushed stone aggregate

and coarse sand of approved

quality for the following

Reinforced cement concrete

structural elements up to height

of 9.0 m from foundation top

level, including finishing, using

Plasticiser in approved

proportions (as per IS:9103), to

modify workability without

impairing strength and durability

complete as per specifications

and direction of the Engineer in

c h a r g e . N o t e : 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 for not using

plasticiser at the stage of Mix

Design and in that case deduction

shall be made as per relevant

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Inspection Platform & Pedestal

over Pier cap, Fender wall,

Diaphragm wall etc.

Dirt wall/ ballast wall at formation

part thereof in the height above

in Abutments, Wing walls and

Return walls etc., of new bridges

with 110mm dia UPVC pipe Type

A ISI marked with all contractor's

men, material, transportation, all

taxes as per specifications and as

directed by Engineer-in-Charge.

Boring, providing and installation

of bored cast in-situ Reinforced

Cement Concrete piles using

Hydraulic piling Rig of specified

diameter and length below pile

cap of specified grade with Design

Mix Cement Concrete, using

20mm graded crushed stone

aggregate and coarse sand of

approved quality, to carry a safe

working load not less than

specified, concreting by machine

batching, machine mixing,

scaffolding, using Admixture in

approved proportion (as per

IS:9103), placing with tremie pipe,

chipping off of pile top to remove

laitance concrete above cut off

level etc., pumping and bailing

out water complete in all respect

as per approved drawing,

specification and direction of the

Engineer in charge. N o t e : 1.

Payment for only cement,

reinforcement shall be made

extra. 2. Length of the pile for

payment shall be measured up to

the bottom of RCC pile Cap. 3.

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 for not using plasticiser

at the stage of Mix Design and in

that case deduction shall be made

as per relevant item.

installing permanent casing pipe

f o r bored piles for all diameters

with specified thickness of steel

plate including all labour,

materials, tools & complete as per

approved drawing & specifications

complete in all respect as per the

direction of Engineer in charge.

Note: Payment shall be made as

per the weight of circular plate of

casing pipe only.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Extra for chiselling in addition to

boring of piles, if chiselling is

required to be resorted to in hard

rock or big stone boulders larger

than 30cm, manually or by any

Conducting load test of a single

pile up to specified capacity in

accordance with IS:2911 (Part-IV)

including installation of loading

platform and preparation of pile

head or construction of test cap

and dismantling of test cap after

test etc. with all labour, material,

tool & plants, equipment,

machinery, etc. complete as per

drawing and specification, as

directed by the Engineer.

up to 250 T capacity pile

in pile capacity or part thereof

capacity up to 250 ton capacity

Lateral load testing of single pile

in accordance with "IS Code of

practice IS:2911 (Part-IV) for

determining safe allowable lateral

load of pile" with all labour,

material, tool & plants,

equipment, machinery, etc

complete as per drawing and

specification as directed by the

20 022131 Piles with lateral load capacity of Each 12.00 21280.17 255362.04

21 022132 Piles with lateral load capacity of Each 12.00 24598.25 295179.00

above 50 ton and up to 100 ton

testing of piles with contractor's

men, materials and machines.

The rate includes cost of

Inspection of site, preparation of

pile head and any other

unforeseen cost required for the

test, submission of reports in

triplicate as per satisfaction of the

Engineer in Charge.

of coal tar or bitumen confirming

to IS:3117- latest version on the

top and sides of RCC box/slabs @

1.70 kg/sqm after cleaning the

surface with all labour and

materials complete job as

directed by the Engineer.

Centering and shuttering

including strutting, propping etc.

and removal of form for :

e.g. 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

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

wherever required with adequate

bracing, propping etc. over initial

height of 5 metres for every

additional height of 1 metre or

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in

position and binding all complete.

bars of grade Fe-500D or more of

approved brands/makes.

Providing and fixing various size

HTS holding down bolts

conforming to relevant

Codes/Specification in concrete

column or in other structures with

proper nuts, bolts, washers/plates,

grouting of holes with cement or

epoxy concrete with all material,

labour, T&P as a complete job.

28 041370 Supplying fabricating and erecting MT 28.00 114366.59 3202264.52

welded 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

weighing not less than 35 kg each

at specified bridge locations.

30 051070 Providing and laying Pitching with cum 616.00 2369.16 1459402.56

Stone Boulders, weighing not less

than 35kg each with voids filled

with cement sand mortar 1:4 on

slopes laid over prepared filter

media including boulder apron

laid dry in front of toe of

embankment complete as per

drawing and Technical

Specifications (filter media to be

paid separately under the relevant

item). Rate is excluding cost of

cement which shall be paid extra

under relevant item.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

(average) Dry Stone flooring with

boulders of not less than 35kg

each in weight, hand packed with

surface levelled off to the correct

section with hammer dressing as

necessary on the ground including

filling the gaps with quarry spalls

and ordinary sand complete

including cost of supply of all

materials, labour, lead, lift, tools,

plants, crossing of tracks and the

like as per drawing and technical

specification as directed by

Engineer in charge.

media consisting of granular

materials of GW, GP, SW groups

as per IS:1498 (latest) in required

profile behind boulder filling of

abutments, wing walls / return

walls etc. above bed level with all

labour and material complete job

as per drawing and technical

specification of RDSO Guidelines.

33 052200 Painting the HFL mark and Danger Each 42.00 282.51 11865.42

level mark, year of HFL on bridge

abutments and piers with ready

mixed paint as per standard in

two coats over one coat of primer

with all materials, labour, tools,

scaffolding, all lead and lift etc.

including writing complete.

number plaques as per Railway

drawing in cement concrete 1:2:4

mix using 20mm hard stone

aggregate embedded in 30mm

notch in Bridge parapet coping

duly engraving the letter and

figures and an arrow indicating

the direction of flow and finishing

the top exposed surface with

cement mortar 1:3, painting

letters and figures with two coats

of black enamel paint on two

coats of white background with all

labour, tools, cement, paint etc.

with all leads and lifts.

coarse sand (no cohesive

materials to be used) of approved

quality including watering and

ramming in foundation, behind

the abutment, wing wall, retaining

wall in layers not exceeding

150mm thick including its

compaction as per direction of

Engineer-in-charge. The rate

includes all lead, lift, ascent,

descent, crossing of Railway line

etc. complete with contractor's

labour, materials, tools and plant.

36 052250 Providing Boulder Backing behind cum 1355.00 387.52 525089.60

wing wall, return wall, retaining

wall with hand packed boulders &

cobbles with smaller size boulders

toward the back including all lead,

lift, labour & other incidental

charges as complete work in all

respect. Payment for

boulder/cobbles will be done

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Maintenance of track on main line

& loops, Points & crossings etc.

including special attention to

section for carrying out various

maintenance works listed in

Indian Railways P.Way Manual /

Bridge Manual for safe running of

goods and passenger trains with

contractor's tools / labours etc.

complete, as directed by Engineer

in-charge. Note: Contractor shall

arrange one gang at any point of

time comprising of minimum

specified labours with sufficient

experience in P.Way working.

physically fit labours plus 1 Mate.

Note: In case, contractor provides

less no. of Labour/Mate, payment

will be deducted for each such

labour @ 10% of the accepted

Loading of rails of any section and

length up to 13 metres in Wagons

/ Truck / trailer including lead up

to 50 metres and lift up to 5

handling is possible a n d traffic

block is not required or in

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.

handling is possible a n d traffic

block is not required or in Truck /

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

handling is possible a n d traffic

block is not required or in Truck /

SER-CONST-HQ-ENGG/SOUTH EASTERN 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.

150 Km over item no. 172057

Unloading of 52kg / 60kg PSC line

and special sleepers up to 2.75

metre length in Depot / Station /

Mid-section between stations in

neat manner for Railway usage

from departmental material train

(DMT) or contractor's / Railway's

Truck/Trailer with crane or any

other means including crossing of

one track and lead up to 250

metre & lift up to 5 metre with

contractor's labour, tools & plants,

machinery, consumables etc.

Note: In case of any damage to

sleeper during loading, penalty @

50% of the all inclusive cost of

sleeper shall be levied.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

50 202011 Bilingual Whistle Boards for level Set 8.00 7563.20 60505.60

crossing of 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 3950mm

Board of size 900 mm equilateral

triangular shape and

600mmx200mm boards with back

support frame welded to vertical

post of MS T section of size

80mmx80mmx8mmx3650mm

52 202014 Manned Level Crossing Indicator Set 8.00 6473.37 51786.96

Board of size 900 mm equilateral

triangular shape with back

support frame welded to vertical

post of MS T section of size

80mmx80mmx8mmx3650mm

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

022014 for executing the work

under water and/or liquid mud to

compensate all additional

arrangements including pumping

out water as required. Note: The

extra percentage rate is

applicable only for the quantity of

work executed under water.

022014 for executing the work

under water and/or liquid mud to

compensate all additional

arrangements including pumping

out water as required. Note: The

extra percentage rate is

applicable only for the quantity of

work executed under water.

Schedule Schedule A2-Execution of all works as detailed in schedule

Item- 3 For Brigge foundation, Sub structure & Retaining wall work under CPWD DSR 2023

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

2.0 EARTH WORK

2.1S General

Earth work in excavation by

mechanical means (Hydraulic

excavator)/manual means over

areas (exceeding 30 cm in depth,

2.6 1.5 m in width as well as 10 sqm

on plan) including getting out and

disposal of excavated earth lead

upto 50 m and for all lift, as

directed by Engineer-in-charge.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Earth work in excavation by

mechanical means (Hydraulic

excavator) / manual means in

foundation trenches or drains (not

exceeding 1.5 m in width or 10

2.8 sqm on plan), including dressing

of sides and ramming of bottoms,

for all lift, including getting out

the excavated soil and disposal of

surplus excavated soil as

directed, within a lead of 50 m.

Excavation work by mechanical

means (Hydraulic excavator) /

manual means in foundation

trenches or drains (not exceeding

1.5m in width or 10 sqm on plan),

2.9 including dressing of sides and

ramming of bottoms, lift upto 1.5

m, including getting out the

excavated soil and disposal of

surplus excavated soils as

directed, within a lead of 50 m.

2.25A Excavating, supplying and filling cum 3220 700.5 2255610

of local earth (including royalty)

by mechanical transport upto a

lead of 5km also including

ramming and watering of the

earth in layers not exceeding 20

cm in trenches, plinth, sides of

foundation etc. complete.

2.27 Supplying and filling in plinth with cum 120 2123.75 254850

sand under floors, including

watering, ramming, consolidating

and dressing complete.

4.0 CONCRETE WORK

CEMENT CONCRETE (CAST IN

Providing and laying in position

cement concrete of specified

4.1 grade excluding the cost of

centering and shuttering - All

work up to plinth level :

sand (zone-III) derived from

7 natural sources : 3 graded stone

aggregate 20 mm nominal size

derived from natural sources)

(zone-III) derived from natural

8 sources : 4 graded stone

aggregate 20 mm nominal size

derived from natural sources)

(zone-III) derived from natural

9 sources : 6 graded stone

aggregate 20 mm nominal size

derived from natural sources)

REINFORCEMENT CEMENT

5.9S FORM WORK

Centering and shuttering

5.9 including strutting, propping etc.

and removal of form for

5.9.1 Foundations, footings, bases of Sqm 8284 392.15 3248570.6

columns, etc. for mass concrete

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

5.9.2 Walls (any thickness) including Sqm 26000 842.5 21905000

11 attached pilasters, buttresses,

plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, Sqm 180 927.25 166905

balconies and access platform

13 girders, bressummers and

Abutments, Posts and Struts

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C.

work including straightening,

5.22 cutting, bending, placing in

position and binding all complete

upto plinth level.

bars of grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

Providing and laying in position

ready mixed or site batched

design mix cement concrete for

reinforced cement concrete work;

using coarse aggregate and fine

aggregate derived from natural

sources, Portland Pozzolana /

Ordinary Portland /Portland Slag

c e m e n t , admixtures in

recommended proportions as per

IS: 9103 to accelerate / retard

setting of concrete, to improve

durability and workability without

impairing strength; including

pumping of concrete to site of

laying, curing, carriage for all

leads; but excluding the cost of

centering, shuttering, finishing

and reinforcement as per

direction of the engineer-in-

charge, for the following grades of

5.33.1 All works upto plinth level

16 minimum cement content of 330

All works above plinth level upto

17 minimum cement content of 330

6.0 MASONRY WORK

6.1S General

Brick work with common burnt

clay F.P.S. (non modular) bricks of

class designation 7.5 in

foundation and plinth in:

6.26S EXPOSED BRICK WALL

Brick work with non modular fly

ash bricks conforming to

IS:12894, class designation 10

average compressive strength in

super structure above plinth level

up to floor V level in :

8.0 CLADDING WORK

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality Sqm 24 1267.95 30430.8

ceramic glazed wall tiles

conforming to IS: 15622

(thickness to be specified by the

manufacturer), of approved make,

in all colours, shades except

burgundy, bottle green, black of

any size as approved by

20 Engineer-in-Charge, in skirting,

risers of steps and dados, over 12

mm thick bed of cement mortar

1:3 (1 cement : 3 coarse sand)

and jointing with grey cement

slurry @ 3.3kg per sqm, including

pointing in white cement mixed

with pigment of matching shade

9.0 WOOD AND P.V.C. WORK

9.1S FRAMES AND TRUSSES

Providing and fixing ISI marked

flush door shutters conforming to

IS : 2202 (Part I) non-decorative

type, core of block board

construction with frame of 1st

class hard wood and well

matched commercial 3 ply

veneering with vertical grains or

cross bands and face veneers on

both faces of shutters:

21 Stainless Steel butt hinges with

necessary screws

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of

required pattern in frames of

windows etc. with M.S. flats,

9.48 square or round bars etc.

including priming coat with

approved steel primer all

9.48.2 Fixed to openings /wooden frames Kg 3000 238.35 715050

with rawl plugs screws etc.

9.105S GYPSUM BOARD PARTITIONS

Providing and fixing factory made

uPVC door frame made of uPVC

extruded sections having an

overall dimension as below

(tolerance + / - 1 m m ) , with wall

thickness 2.0 mm ( +/- 0.2 mm),

corners of the door frame to be

Jointed with galvanized brackets

and stainless steel screws, joints

mitred and Plastic welded. The

hinge side vertical of the frames

reinforced by galvanized M.S.

tube of size19 X 19 mm and 1mm

( +/- 0.1 mm) wall thickness and 3

nos. stainless steel hinges fixed to

the frame complete as per

manufacturer's specification and

direction of Engineer- in-charge

9.117.2 Extruded section profile size Metre 24 331.35 7952.4

Providing and fixing to existing

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

door shutters made of styles and

rails of a uPVC hollow section of

size 59x24 mm and wall thickness

2 mm ( +/- 0.2 mm) with inbuilt

edging on both sides. The styles

and rails mitred and joint at the

corners by means of M.S.

galvanised/ plastic brackets of

size 75x220 mm having wall

thickness 1.0 mm and stainless

steel screws. The styles of the

shutter reinforced by inserting

galvanised M.S. tube of size

mm) wall thickness. The lock rail

made up of 'H' section, a uPVC

hollow section of size 100x24 mm

and 2 mm ( +/- 0.2 mm) wall

thickness, fixed to the shutter

styles by means of

plastic/galvanised M.S. 'U' cleats.

The shutter frame filled with a

uPVC multi-chambered single

panel of size not less than 620

mm, having over all thickness of

20 mm and 1 mm ( +/- 0.1 mm)

wall thickness. The panels filled

vertically and tie bar at two

places by inserting horizontally 6

mm galvanised M.S. rod and

fastened with nuts and washers,

complete as per manufacturer's

specification and direction of

Engineer-in-charge. (For W.C. and

bathroom door shutter).

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single Kg 4800 117.35 563280

section, fixed with or without

connecting plate, including

25 cutting, hoisting, fixing in position

and applying a priming coat of

approved steel primer all

Providing and fixing 1 mm thick

M.S. sheet door with frame of

40x40x6 mm angle iron and 3

mm M.S. gusset plates at the

junctions and corners, all

necessary fittings complete,

including applying a priming coat

of approved steel primer.

for diagonal braces

Steel work welded in built up

sections/ framed work, including

cutting, hoisting, fixing in position

and applying a priming coat of

approved steel primer using

structural steel etc. as required.

27 ladder, railings, brackets, gates

and similar works

11.0 FLOORING

11.16S TILE FLOORING

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and fixing 10 mm thick

acid and/or alkali resistant tiles of

approved make and colour using

acid and/or alkali resisting mortar

bedding, and joints filled with acid

and/or alkali resisting cement as

per IS : 4457, complete as per the

direction of Engineer-in- Charge.

In flooring on a bed of 10 mm

11.21.1 thick mortar 1:4 (1 acid proof

cement : 4 coarse sand)

11.41S VITRIFIED FLOOR TILES

Providing and laying Vitrified tiles

in floor in different sizes

(thickness to be specified by the

m a n u f a c t u r e r ) with water

absorption less than 0.08% and

conforming to IS:15622, of

approved brand & manufacturer,

in all colours and shade, laid on

20 mm thick cement mortar 1:4

(1 cement: 4 coarse sand) jointing

with grey cement slurry @3.3

kg/sqm including grouting the

joints with white cement and

matching pigments etc. The tiles

must be cut with the zero

chipping diamond cutter only .

Laying of tiles will be done with

the notch trowel, plier, wedge,

clips of required thickness,

leveling system and rubber mallet

for placing the tiles gently and

Glazed vitrified floor tiles polished

Glazed Vitrified tiles Matt/Antiskid

12.0 ROOFING

12.37S RAIN WATER SPOUT AND PIPE

Providing and fixing on wall face

unplasticised Rigid PVC rain water

pipes conforming to IS : 13592

Type A, including jointing with

seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal

expansion, (i) Single socketed

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the

13.2 rough side of single or half brick

13.16S 6 mm CEMENT PLASTER

13.20S PEBBLE DASH PLASTER

13.26 Providing and applying plaster of Sqm 1680 262.7 441336

paris putty of 2 mm thickness

35 over plastered surface to prepare

the surface even and smooth

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

13.44S EXTERIOR FINISHING

Finishing walls with water proofing

cement paint of required shade :

applied @ 3.84 kg/10 sqm)

Finishing with Deluxe Multi

surface paint system for interiors

and exteriors using Primer as per

manufacturers specifications :

13.48.2 Painting wood work with Deluxe Sqm 100 176.25 17625

Multi Surface Paint of required

shade. Two or more coat applied

37 @ 0.90 ltr/10 sqm over an under

coat of primer applied @0.75

ltr/10 sqm of approved brand and

13.48.3 Painting Steel work with Deluxe Sqm 60 170.7 10242

Multi Surface Paint to give an

even shade. Two or more coat

38 applied @ 0.90 ltr/10 sqm over an

under coat of primer applied @

0.80 ltr/10 sqm of approved brand

and manufacture

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of Sqm 15000 218.9 3283500

sub grade with power road roller

of 8 to 12 tonne capacity after

excavating earth to an average of

22.5 cm depth, dressing to

39 camber and consolidating with

road roller including making good

the undulations etc. and re-rolling

the sub grade and disposal of

surplus earth with lead upto 50

16.2 Extra for compaction of earth cum 12500 24.85 310625

work in embankment under

optimum moisture conditions to

give at least 95% of the

maximum dry density (proctor

16.3 Supplying and stacking at site.

compacting stone aggregate of

specified sizes to WBM

specifications in uniform

thickness, hand picking, rolling

with 3 wheeled road/vibratory

roller 8-10 tonne capacity in

stages to proper grade and

camber, applying and brooming

requisite type of screening /

binding material to fill up

interstices of coarse aggregate,

watering and compacting to the

required density .

16.30S PREMIX CARPET

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and applying tack coat

using hot straight run bitumen of

grade VG - 10, including heating

the bitumen, spraying the

16.30 bitumen with mechanically

operated spray unit fitted on

bitumen boiler, cleaning and

preparing the existing road

surface as per specifications :

2 cm premix carpet surfacing with

1.8 cum and 0.90 cum of stone

chippings of 13.2 mm size and

11.2 mm size respectively per

100sqm and 52 kg and 56 kg of

hot bitumen per cum of stone

16.32 chippings of 13.2 mm and 11.2

mm size respectively, including a

tack coat with hot straight run

bitumen, including consolidation

with road roller of 6 to 9 tonne

capacity etc. complete (tack coat

to be paid for separately).

heated and then mixed with

solvent at the rate of 70 grams

per kg of asphalt

Providing and laying Bitumen

Penetration Macadam with hard

stone aggregate of quality, size

and grading as specified, with

bitumen of suitable penetration

grade, including required key

aggregate as specified, spreading

coarse aggregate with the help of

self propelled/ tipper tail mounted

16.36 aggregate spreader and applying

bitumen by a pressure distributor

and then spreading key aggregate

with the help of aggregate

spreader complete, including

consolidation with road roller of

minimum 8 to 10 tonne capacity

to achieve specified values of

compaction and surface accuracy

using coarse aggregate of size

50-20 mm graded @ 0.60 cum

48 per 10 sqm key aggregate of size

12.5 mm graded @ 0.15 cum per

10 sqm. With paving asphalt

grade VG - 10 @ 50 kg/ 10 sqm.

in two layers using stone

aggregate of size 63-41 mm

graded @ 0.90 cum per 10 sqm

key aggregate of size 20.0 mm

graded @ 0.18 cum per 10 sqm.

With paving asphalt grade VG - 10

@ 68 kg/10 sqm.

16.40S SEAL COAT

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

16.40 Providing and laying seal coat of Sqm 14100 88.55 1248555

premixed fine aggregate (

passing 2.36 mm and retained on

180 micron sieve) with bitumen

using 128 kg of bitumen of grade

50 VG - 10 bitumen per cum of fine

aggregate and 0.60 cum of fine

aggregate per 100 sqm of road

surface, including rolling and

finishing with road roller all

17.0 SANITARY INSTALLATIONS

17.1S General

Providing and fixing water closet

squatting pan (Indian type W.C.

pan ) with 100 mm sand cast Iron

P or S trap, 10 litre low level white

P.V.C. flushing cistern, including

flush pipe, with manually

controlled device (handle lever)

conforming to IS : 7231,with all

fittings and fixtures complete,

including cutting and making

good the walls and floors

wherever required:

51 pattern W.C. pan of size 580x440

mm with integral type foot rests

Providing and fixing P.V.C. waste

pipe for sink or wash basin

including P.V.C. waste fittings

17.28.2 Flexible pipe

Providing and fixing soil, waste

and vent pipes :

17.35.1.2 Centrifugally cast (spun) iron Metre 120 1180.75 141690

53 socket & spigot (S&S) pipe as per

Providing and fixing bend of

required degree with access door,

insertion rubber washer 3 mm

thick, bolts and nuts complete.

18.0 WATER SUPPLY

18.4S PP-R PIPES

Providing and fixing 3 layer PP-R

(Poly propylene Random

copolymer) pipes confirming to

IS:15801 UV stabilized & anti -

microbial fusion welded, having

thermal stability for hot & cold

18.6 water supply, including all PP - R

plain & brass threaded

polypropylene random fittings,

including trenching, refilling &

testing of joints complete as per

direction of Engineer-in-Charge.

18.15S BRASS FITTINGS

Providing and fixing brass bib

cock of approved quality :

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and fixing C.P. brass

18.22 shower rose with 15 or 20 mm

C.I. SLUICE VALVES/ FIRE

HYDRANTS & FIXTURES

18.48 Providing and placing on terrace Per Litre 2000 11 22000

(at all floor levels) polyethylene

water storage tank, IS : 12701

marked, with cover and suitable

60 locking arrangement and making

necessary holes for inlet, outlet

and overflow pipes but without

fittings and the base support for

21.0 ALUMINIUM WORK

21.1S General

Providing and fixing aluminium

work for doors, windows,

ventilators and partitions with

extruded built up standard tubular

sections/ appropriate Z sections

and other sections of approved

make conforming to IS: 733 and

IS: 1285, fixing with dash

fasteners of required dia and size,

including necessary filling up the

gaps at junctions, i.e. at top,

bottom and sides with required

21.1 EPDM rubber/ neoprene gasket

etc. Aluminium sections shall be

smooth, rust free, straight, mitred

and jointed mechanically

wherever required including cleat

angle, Aluminium snap beading

for glazing / panelling, C.P. brass /

stainless steel screws, all

complete as per architectural

drawings and the directions of

Engineer-in-charge. (Glazing,

panelling and dash fasteners to

be paid for separately) :

21.1.1 For fixed portion

transparent or dyed to required

61 shade according to IS: 1868,

Minimum anodic coating of grade

For shutters of doors, windows &

ventilators including providing

and fixing hinges/ pivots and

making provision for fixing of

21.1.2 fittings wherever required

including the cost of EPDM rubber

/ neoprene gasket required

(Fittings shall be paid for

transparent or dyed to required

62 shade according to IS: 1868,

Minimum anodic coating of grade

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and fixing glazing in

aluminium door, window,

ventilator shutters and partitions

etc. with EPDM rubber / neoprene

21.3 gasket etc. complete as per the

architectural drawings and the

directions of engineer-in-charge .

(Cost of aluminium snap beading

shall be paid in basic item):

63 thickness (weight not less than

Schedule Schedule A3-Execution of all works as detailed in schedule

Item- 4 For Brigge foundation, Sub structure & Retaining wall work under Non SERUSSOR 2021

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

from reputed manufacturer

conforming to: IS 455with latest

correction slips, including all

handling, loading, unloading, lead,

lift, descent, ascent,

transportation storage at site etc.

installation of rubberized level Metre

crossing pads of approved quality

and specification, as Rly. Track by

suitable clamping arrangements

to make rubberized road. The

road surface is to be prepared by

using multiple "set" of rubber

pads of length 1.20M each and

each set consist of 02 nos. rubber

pads placed inside the running

rails and 02 nos. outside the

running rail on RCC edge beam at

the edge to retain the assembly

as preapproved drawing. The

cement& steel for this will be

supplied by contractor and is

included in the rates. No separate

payment shall be made.

testing and commissioning of

Electric lifting barrier (ELB) which

includes excavation of pit, casting

of foundations, fixing of pedestals,

Boom rest etc., installation and

wiring of control panel, booms for

level crossing gate complete in all

respect including provision of

boom locking arrangements with

fixing of boom light box, stop

board boom rest and equipment

of operation of gate from control

panel, painting, lettering with

following accessories:- (i) 2 (two)

nos. lifting barriers with all

accessories. (ii) 1 (one) Control

panel (iii) Positive boom locking

arrangements for above.

(iv)Emergency crank handle

attachment (v) Timer unit to

adjust the time for operating the

barrier (vi) Fixing of

Hooters/Flashers on either side of

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

fixing of small board such as

curve/ LWR/SEJ/Bridge /Other

board as per requirement with

14SWG MS sheet, painting and

lettering with porcelain vitreous

enamel paint as directed by the

Engineer- in- Charge. The board

should be fixed to MS angle of

suitable size. The payment for

which will be made separately.

The size and detail of the board

shall be furnished by Engineer in -

5 5 Design of circuits and plans to suit Each 4.00 12533.00 50132.00

layout as per Signalling

Interlocking Plan of IBS/ABS/LC

GATE. This will include supply of

Control cum Indication panel

diagram, wiring diagrams (Indoor

and outdoor), Relay rack/Relay

arrangements, Bus bar details,

Fuse analysis, contact analysis,

Relay room tag block analysis,

panel tag block analysis, Power

panel diagram, IPS wiring

diagram, Auto change over

diagram, Power equipment

arrangement Axle counter wiring

diagram and all other relevant

drawings. Submission of Two sets

of prints with all correction for

Railway's approval. Approved

copy (06 Sets) of all drawings in

plastic folders along with the

original tracings in spiral bound

with editable AutoCAD file latest

version. Note: Here unit Each

means IBH/LC Gate/Auto Hut.

lifting barrier (ELB) 24V DC/110V

DC/110V AC without hand

generator having boom length of

9.76 meter/32 feet confirming to

IS: 277 or latest with Base metal

as IS: 513 grade CR3. The boom

shall be painted alternately with

300 mm bands of black and

yellow colour and additionally

provided with luminous stripes

(reflective tape) as per RDSO Drg.

No. RDSO/S 11600 or latest,

complete set as per Specification

No. RDSO/SPN/ 208/2012 Ver. 2

Amd.1.0 or latest. List of spares &

tool kit items mentioned in Para

10 of RDSO Specification shall

also be supplied. Inspection:

RDSO and spare items by

Representative of Railway

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

testing and commissioning of

Electric lifting barrier (ELB) which

includes excavation of pit, casting

of foundations, fixing of pedestals,

Boom rest etc., installation and

wiring of control panel, booms for

level crossing gate complete in all

respect including provision of

boom locking arrangements with

fixing of boom light box, stop

board boom rest and equipment

of operation of gate from control

panel, painting, lettering with

following accessories:- (i) 2 (two)

nos. lifting barriers with all

accessories. (ii)1 (one) Control

panel (iii) Positive boom locking

arrangements for above. (iv)

Emergency crank handle

attachment (v) Timer unit to

adjust the time for operating the

barrier (vi) Fixing of

Hooters/Flashers on either side of

per drawing no. E. Rly Signal

workshop/HWHs Drg No.

SW/SA/29/768 or latest. This

includes supply of 8 Nos. Key lock

'E' type with key as per

Specification No. IRS:S-30/64 or

latest conforming to Drg No.

3376/M with latest amendment.

Ward number to be decided by

Railway Engineer & to be fixed on

MS plate as mentioned in the

drawing and it includes supply of

all the nut and bolt with washer,

Anchor Bolt and Pad lock 6 (Six)

lever (make - Godrej or better)

with three keys etc, to make the

system complete functional.

Inspection: RITES

testing and commissioning of

Emergency Sliding Boom at LC

gates which includes casting of

total 10 nos. concrete foundation

including surrounding earthwork,

fixing of lock post, clamps,

welding of channel, cutting of rail

post if required as per site

condition. Note: All materials to

be supplied by the contractor

except Sliding Boom gates & key

10 10 Supply of PVC Insulated Single Kilometre 80.00 7832.00 626560.00

core Multistrand, unsheathed with

plain annealed/tinned copper

conductor 16/0.2 mm diameter as

per Specification No. IRS:S-76/89

or latest. Wire Colours shall be

decided by engineer-in-Charge.

Note: The requirement of

plain/tinned copper to be decided

by the Engineer in charge.

Inspection: RDSO

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

11 11 Supply of PVC Insulated single Kilometre 4.00 43745.00 174980.00

core cable multistrand,

unsheathed with plain

annealed/tinned copper conductor

7/0.75 mm diameter as per

Specification No. IRS:S-76/89 or

latest. Wire Colours shall be

decided by engineer-in-Charge.

Note: The requirement of

plain/tinned copper to be decided

by the Engineer in charge.

Inspection: RDSO

mm Single core Multi strands

copper conductor as per

Specification No. IRS:S-76/89 or

latest conforming to IS: 694/2010

or latest. Wire Colours shall be

decided by engineer-in-Charge.

Inspection: RDSO

Drawing No.SEM-2021, 19-D6, GI

pipe confirming to IS:1239 of

3.0mm thickness, 3.0 meter long,

50.0mm diameter, 5 mm

diameter drilled holes staggered

at distance of 150 mm.

Inspection: RITES

14 14 Excavation of earth pit, placing & Numbers 100.00 1791.00 179100.00

fixing of Earth electrode with

construction of cement enclosure

to SEM Drawing No. 19-D6 and

drawal of 6 SWG GI/Copper cable

from earth electrode to goomties,

relay room, cabin, station, etc.

and drawal of MS flat 35mm x

6mm for signal post/Location box

shall be used as the case may be,

including fixing at both ends of

the wire/MS flat. This includes

transportation of materials. Note:

Materials such as charcoals, salt,

sal ammoniac, 6 SWG GI wire,

copper lugs with Steel bolts &

nuts etc. shall be supplied by the

contractor. MS flat 35mm x

6mm/Copper cable shall be

supplied by Railway.

Flat Plate Strip as per IS: 226-

1975 or latest for earth

connection to Signal post, L/Box

etc. Inspection: Representative of

16 16 Supply of Thermo shrink jointing Numbers 20.00 3404.00 68080.00

(TSF) kits for jointing underground

Quad cable 0.9mm diameter

conductor for straight through

joint, condenser joints, Y-

(Derivation) joint, Loading Coil

Joint, Transformer Joint as per

Specification No. IRS-TC-77/2012

Rev.3 with Amd. 3.0 or latest.

Inspection: RDSO

17 17 Execution of Straight joint on Numbers 20.00 1437.00 28740.00

Quad cable/ jelly filled Telecom

cable using Thermo-

shrink/Universal jointing kit

(RTSF). This includes excavation

of cable joint pit of size 1.2m x

1.2m x 1.0m for jointing of cables,

back filling and ramming after

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

18 18 Supply of Steel Apparatus case Numbers 60.00 17430.00 1045800.00

Full height as per Drawing No.

SK/Drg./OL/SER /198 with lock &

key ward No. will be decided by

site engineer as per Specification

No. IRS: S-10/78 with Rev. 8 or

latest. Hylam sheets not to be

supplied. This include one key &

handle for each four Apparatus

Case or minimum one. Inspection:

19 19 Execution of Full Apparatus Case Numbers 60.00 9147.00 548820.00

with earth excavation for pit,

concrete foundation, surrounding

earth work, erection and

installation as per Drawing No.

Con/SK/T/8 or latest and wiring to

be done as per SEM Drawing

No.19-D8 or as per direction of

site engineer. Supply and fixing of

Hylam sheet strip of appropriate

size of 3 mm or 6 mm as required

with hole for fixing of terminals,

fuse blocks, relay and other

accessories for signal/track

circuit, termination of cable with

number embossed ferrules,

bunching of cables with PVC tape,

proper soldering of cable armour

with earth catenary wire, earthing

of cable armour as required.

Writing & terminal description

including Painting of the

apparatus case inside and outside

after clearing the surface

thoroughly and first coating of

anticorrosive paint and

subsequent two coats of

Aluminium paint outside and red

oxide inside and lettering etc.

This also includes transportation

of 25 mm/12mm Hylam sheet for

shelf or as required and also

includes minor modification in

L/Boxes as per site requirement.

The contractor shall supply 4 no.

of foundation nuts & bolts of size

22 mm dia. x 450 mm long with 2

flat spring washers, with each nut

& bolts, sand for filling up cable

pit inside the apparatus case

including plaster and bolts, nuts,

screws, MS Clamps for fixing

equipment/cable. Note: - Part

payment shall be released after

completion of- (i) Foundation-

40%, (ii) Erection - 10%, (iii)

Wiring, earthing, testing - 20%,

(iv) Painting, writings - 10%, (v)

Plastering, sand filling & etc. -

10%, (vi) Commissioning - 10%.

Terminal block as per

Specification No. IRS:S-75/2006

Rev. 2.0 or latest as per IRS Drg.

No. SA-23756 Alt-3 or its latest

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

21 21 Supply of Non-Deteriorating type Numbers 200.00 55.00 11000.00

of low voltage electric fuse for

Railway signalling use, fuse with

cylindrical cap without indication,

cylindrical fuse as per

Specification No. IRS:S-78/2006 or

latest. ND Fuse Cylindrical Type

22 22 Supply of PBT fuse base block as Numbers 200.00 109.00 21800.00

per Specification No. IRS:S-

75/2006 Rev. 2.0 or latest as per

IRS drawing No. SA: 23748 with

alt 4 or its latest amendments

23 23 Supply of metallic Colour Light Numbers 12.00 21346.00 256152.00

Signal, Multi Unit type Four

Aspect complete but without lamp

holder, lenses & transformers as

per IRS:S-26/64 or latest and

RDSO Drawing No. SA23001 A/M

(Adv.) or latest. Mounting socket

including its material shall be as

per RDSO Drawing No. S 23005/M

or latest for mounting on 140 mm

outside diameter post. Inspection:

24 24 Supply of metallic Colour Light Numbers 20.00 16711.00 334220.00

Signal, Multi Unit type Two Aspect

complete but without lamp holder,

lenses & transformers as per

IRS:S-26/64 or latest and RDSO

Drawing No. SA23003 A/M (Adv.)

or latest. Mounting socket

including its material shall be as

per RDSO Drawing No. S 23005/M

or latest for mounting on 140 mm

outside diameter post. Inspection:

25 25 Transportation and installation of Numbers 20.00 10788.00 215760.00

2-Aspect Signal Post for MACLS as

per drawing no. Con/SK/T/12 or

SEM-Drawing No. 19-D3 or

RDSO/M-00011RU dated 12.01.18

or latest complete with signal

units, base, ladder and other

fittings, excavation of earth pit,

casting concrete foundation,

erection of posts, thereof as

specified in the note given in

drawing, fixing of complete

fittings of the signals with

necessary earth screen protection

arrangement as required

including termination of cables,

painting and lettering as required.

Foundation nuts & bolts of

appropriate size as per above

drawings or latest as per RDSO

Drawing No. SA-116 A/M

confirming to IS: 226 and IRS:S-

10/78 Rev.8. or latest to be

26 26 Supply of metallic Colour Light Numbers 12.00 18910.00 226920.00

Signal, Multi Unit type Three

Aspect complete but without lamp

holder, lenses & transformers as

per IRS:S-26/64 or latest and

RDSO Drawing No. SA23002 A/M

(Adv.) or latest. Mounting socket

including its material shall be as

per RDSO Drawing No. S 23005/M

or latest for mounting on 140 mm

outside diameter post. Inspection:

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

27 27 Transportation and installation of Numbers 24.00 11520.00 276480.00

3/4 - Aspect Signal Post for MACLS

as per Con/SK/T/12 or SEM-

Drawing No. 19-D3 or RDSO/M-

00011RU dated 12.01.18 or latest

complete with signal units, base,

ladder and other fittings,

excavation of earth pit, casting

concrete foundation, erection of

posts, thereof as specified in the

note given in drawing, fixing of

complete fittings of the signals

with necessary screen protection

arrangement including

termination of cables, painting

and lettering as required.

Foundation nuts & bolts of size

appropriate size as per above

drawings or latest as per RDSO

Drawing No. SA-116 A/M

confirming to IS: 226 and IRS:S-

10/78 Rev.8. or latest to be

(Seamless) Post for Colour Light

Signal as per Specification No.

IRS:S-6/81 or latest to suit

140mmm dia. base. Inspection:

Colour Light Signal as per RDSO

Drawing No. SA-23153 (Adv.) or

latest and Stage with Ladder

foundation as per Drawing No. S-

2033/M (IRS) or latest & as per

Specification No. IRS:S-10/78 &

IS:210 or latest. Inspection: RITES

30 30 Supply of Negative Bus Bar of size Metre 20.00 975.00 19500.00

20 mm X 5 mm made of copper

bar with brass screw & washer

minimum length of one piece is to

be 0.3 m. The bar and screw

should be nickel plated.

Inspection: Representative of

Neutral Line Relay, AC immune,

plug-in type, working over 24V DC

and having 8F/8B metal to carbon

contact with plug board, retaining

clip and connectors confirming to

Amd.1 or latest, IRS:S 34/68

Amd.6 or latest & IRS:S 23/88

Amd.1 or latest. The interlocking

code for this unit shall be

"ABDGH". Inspection: RDSO

Neutral Line Relay, Non-AC

immune, plug-in type, working

over 24V DC and having 8F/8B

metal to carbon contact with plug

board, retaining clip & connectors

conforming to BRS:930A, and

IRS:S 34/68 Amd.6 or latest &

IRS:S-23/88 Amd.1 or latest. The

interlocking code for this unit

shall be "ABCDF". Inspection:

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

33 33 Supply of MS Cable termination Numbers 8.00 15000.00 120000.00

Racks (CTR) as per Drawing No.

SK/DRG/OL/SER/197 or latest and

must be powder coated of stone

grey colour. Inspection:RITES

34 34 Transportation, grouting/erection, Numbers 8.00 51944.00 415552.00

fixing and installation of Cable

Termination rack (CTR), fixing of

MS Wiring ladder from relay rack

to CTR, and on to top of the CTR-

including supply of 3/6mm Hylam

sheet of required size for fixing

terminal blocks & writing terminal

description, termination of cables,

bunching of cables by PVC tape

and earthing of cable armours,

painting, lettering as required.

The contractor shall draft terminal

analysis chart on the white bond

paper of appropriate size & supply

wiring materials like eyelets of

sizes, trough, condensers and

resistances as per required

capacity, HV protection cover with

fixing top caps and danger

symbol, soldering material of

approved quality etc. shall be

supplied by the contractor.

Cement, stone chips and sand as

required for mounting CTR, Sand

for filling of cable pit and other

required masonry work, Sundry

materials such as MS

plate/angles, MS wiring ladders as

per approved Drawing, , Anchor

bolt 5/8" X 9" with nut and

washers -4 No., Nickel plated

screws 2BA X1" with nuts and

washers for fixing Hylam sheet,

numbers embossed ferrules 2.5

sq. mm, PVC bunching tapes and

buttons, paint synthetic enamel of

smoke grey colour for painting,

MS clamps with bolts and nuts of

sizes, D-bracket and 60mm

insulator, for fixing cables, screws

of sizes as required shall be

supplied by the contractor. Cables

should be routed properly through

Relay Rack as per Drawing No.

SK/DRG/OL/SER/192, Sheet 1 and

2 or latest and must be powder

coated of stone grey colour.

Inspection: RITES

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

36 36 Transportation, Grouting/Erection, Numbers 8.00 47638.00 381104.00

wiring as per approved wiring

diagram on 19" Relay

rack/Composite/Q-Series Relay

Rack with subsequent alteration.

This includes supply of 3/4 X 9"

anchor nuts & bolts, washer, D-

bracket & 60mm insulator, supply

& fixing of M.S. ladder as per

requirement for rack to rack

connection, on CTR and control

panel, fixing of plug boards,

relays, terminal blocks, terminals,

filter units, tag blocks, fuses, bus

bars, shelves, strips, 6mm Hylam

sheet of required length for

writing terminal description etc.,

fixing and termination of cables

on the relay racks with number

embossed ferrules, bunching of

cables with PVC tape, earthing of

cable armour including painting

and lettering. Wiring and testing

of complete relay rack

accommodating all relays as per

wiring diagram. Cement, stone

chips & sand as required for

mounting to be provided by

contractor. All materials such as

eyelets, Hylam sheets, ferrules,

trough etc., if required for

modification of rack shall be

supplied by the contractor and to

be carried out at site with no

extra cost to the Railway.

37 37 Supply of Data logger system for Numbers 4.00 395997.00 1583988.00

Railway S&T Installations with 512

Digital and 32 Analog inputs as

per Specification No. IRS:S-

99/2006 (Amdt-3) or latest with

power supply arrangement

(batteries and charger), fault

diagnostic PC & software for

failure analysis and E1/64 Kbps

Voice Channel/Optical modem

card. It includes: - CMU (i3 or

latest with 256 GB SSD or higher,

8 GB RAM), with UPS (minimum 6

hrs. battery backup) and printer-

01 No. Magnetic door lock coil to

be supplied along with

equipment. Inspection: RDSO

38 38 Installation, Wiring, Testing, Numbers 4.00 39600.00 158400.00

Validation & and commissioning

of Data logger with 512 Digital

and 32 Analog input with modem

as per Specification No. IRS:S-

99/2006 (Amdt-3) or latest.

warning bell hooter for L.C gate

and working on 110 VAC/24V DC.

The contractor should get

confirmation from Railway before

placing an indent to

manufacturer/supplier. Inspection:

Representative of Railway

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

panel Domino Type at Mid-section

interlocked LC Gate/IBS/Siding

motor operated point operation

panel /Non-Interlocking panel of

Single/Double line section as per

RDSO Specification No.

RDSO/SPN/186/2004Rev. 2.0 or

latest. Size of each Domino will be

54 x 34 mm2. Control Panel

includes panel rest, front and side

table, complete with switches,

push button, termination of

cables, painting and lettering as

required. This also includes 10%

spare of panel LED's, Dominos

and button assemblies, counter,

keys, buzzer etc. Note: Size of the

panel will depend upon the

number of Dominos required as

per Front Plate Diagram.

Inspection: Representative of

commissioning of the Control cum

Indication panel type at Mid-

section interlocked LC

Gate/IBS/Siding motor operated

point operation panel /Non-

Interlocking panel of

Single/Double line section as per

approved interlocking plan, FPD,

circuit diagram etc

42 42 Supply of Master Telephone Unit Numbers 4.00 51788.00 207152.00

with voice logging facility for LC

Gate Telephone System as per

Specification No. RDSO

/SPN/TC/51/2011 Rev 1.0 or

latest. Inspection: RITES

43 43 Supply of Slave Telephones unit Numbers 4.00 5734.00 22936.00

for LC Gate Telephone System as

per Specification No. RDSO

/SPN/TC/51/2011 Rev 1.0 or

latest. Inspection: RITES/Third

party insepction

44 44 Supply of Power Supply System Numbers 4.00 7139.00 28556.00

having both 12V & 24 V DC

Output including battery charger

with minimum 7AH, 24V DC MF

Battery. 12V DC supply shall be

connected to the Station

Telephone Unit & 24V DC shall be

fed to Line Circuit for LC gate

telephone system as per

Specification No. RDSO/SPN/TC-

51/2011, Rev 1.0 or latest.

Insepction: RITES/Third party

Signal Lighting unit working on

110V AC as per Specification No.

RDSO/SPN/ 199/ 2010 Rev 1.1 or

latest. Inspection: RDSO

46 46 Supply of Yellow aspect Main LED Numbers 70.00 8384.00 586880.00

Signal Lighting unit working on

110V AC as per Specification No.

RDSO/SPN/ 199/ 2010 Rev 1.1 or

latest. Inspection: RDSO

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

47 47 Supply of Green aspect Main LED Numbers 36.00 9945.00 358020.00

Signal Lighting unit working on

110V AC as per Specification No.

RDSO/SPN/ 199/ 2010 Rev 1.1 or

latest. Inspection: RDSO

48 48 Transportation, Installation, Numbers 126.00 1099.00 138474.00

Wiring, Testing & Commissioning

of LED Signals Lamps for Main

signals Lighting Unit (i.e.

Red/Yellow/Green) as per

instruction of railway Engineer at

the site. Note: LED particulars

such as aspect, make, type, Sr.

No. etc. to be recorded in proper

in proper register.

49 49 Supply of Electric key transmitter Numbers 12.00 6523.00 78276.00

(EKT)/Rotary key transmitter

(RKT) as per Specification No.

IRS:S-21/2001 Rev 1.0 or latest &

Drawing No.SA-22601 or latest

with the keys and wards nos. will

be per instructions given by site

Engineer in charge. Inspection:

50 50 Transportation, installation and Numbers 12.00 1553.00 18636.00

wiring of Rotary key

transmitters/KLCR on Hylam sheet

board including wiring & fixing of

push button bell switch on Hylam

sheet of 12mm including

termination, painting & lettering.

The sundry materials such as

Hylam sheet, push bell switch etc.

to be supplied by contractor.

construct unit Maintenance Free

Earth for Single Earth consisting

as per Spec. No.

RDSO/SPN/197/2016 Ver 1.0 or

latest, bonding connections

drawing no. SDO/ RDSO/E&B/002

or latest are as under, (a) Copper

bonded steel electrodes of 3.0 m

long, 17.0 mm diameter with

copper bonding thickness of min

250 micron and UL listed and

marked -1 No. (b) Earth

Enhancement compound supplied

in sealed bags of min 30-35 Kg.- 1

No. (c ) Copper Strip of 200mm x

25mm x 6mm to exothermically

welded to Earth electrode- 1,No.

(d) Copper Strip of 300mm x

25mm x 6mm (MEEB) - 1 No.(e)

Copper Strip of 150mm x 25mm x

6mm (SEEB)- 1 No. It also

includes supply of (i) 35 Sq. mm

Multi-strand Single Core PVC

insulated Copper Connector as

per IS:694 for connecting Main

Earth Electrode to MEEB in the

equipment room in duplicate.-10

meter (ii) 16 Sq. mm Multi-strand

Single Core PVC insulated Copper

Connector as per IS:694 for

connecting MEEB to SEEB and

SPDs to MEEB.-10 meter (iii) 10

Sq. mm Multi-strand Single Core

PVC insulated Copper Connector

as per IS:694 for connecting

various equipment to SEEB- 10

meter. Inspection: RDSO

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

52 52 Installation of Single Maintenance Set 20.00 6098.00 121960.00

Free Earth pit as per RDSO

Drawing No. SDO / RDSO/

E&B/001 which includes the

Digging/Auguring/Boring of single

earth pit of 100mm to 125mm dia.

to the depth of approx. 3 meter.

b) Insertion of 3.0 meter

electrode and penetrating it

minimum 150 mm by pushing

gently with sledge hammer where

the natural soil is assumed. (c)

Filling of earth pit with Earth

Enhancement Compound (EEC) in

slurry form and backfilling. (d)

Carrying out exothermic weld

connection on single earth

electrode to a copper tape of 200

x 25 x 6 mm. (e) Carrying out

exothermic weld connection on

the copper tape of 200 x 25 x 6

mm on Earth Electrode for

connecting two 35 Sq. mm cables

for redundancy. (f) The

exothermic welding material for

bonding the earth system shall be

procured from RDSO approved

firms, which includes graphite

modules, clamps, weld metal

powders etc. (g) The dimension of

the chamber will be of 300 x 300

x 300 mm (inside dimension) of

RCC with 50mm thick and fine

finish, Inspection chamber should

be as per IEC 62561-5 or latest.

The top RCC cover size shall be

400 mm X 400 mm X 50mm. The

date of testing and earth

resistance value shall be written

on the cover with black base with

yellow paint or as per instruction

of site engineer.

based Integrated Power Supply

System (Mini IPS for LC gate) as

per Specification No.

Amdt.1 or latest and conforming

to SE Railway Drawing

No.SK/DRG/OL/SER/237 dated

16.09.2011 along with 2V/120 AH

Low maintenance Lead Acid

(LMLA) Battery Bank with

complete accessories required for

installation of IPS Cables: i)

Between IPS System to ASM

Panel-12 Core x 1.5 sq. mm = 35

mtrs, ii) System to Battery Bank-

10 sq. mm =25 mtrs. Tools &

Spare: It is to be supplied as per

Annexure I & IV of RDSO

specification. Inspection: RDSO

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

54 54 Transportation, installation and Numbers 220.00 576.00 126720.00

charging of 2V lead acid type

Secondary Cell and preparation of

electrolyte for each cell. Charging

to be done as per OEM's

instruction with uninterrupted

power supply in presence of

Railway representative. After

charging, it should be kept at the

dedicated location as per use.

Note- If power is not available at

site of work, charging may be

done at nearby location as per

convenience of the railway. This

includes transportation of

uncharged cells at the site of

charging, supply of acid, distilled

water at the site of charging and

transportation of charged cells

back to the site of work.

Commissioning of SMPS based

Integrated Power Supply System

as per Specification No.

RDSO/SPN/165/2023 Ver. 4.0,

Amdt.1 or latest and conforming

to SE Railway Drawing No.

SK/DRG/OL/SER/251, dated

56 56 Excavation of trench in all kinds of Kilometre 20.00 95893.00 1917860.00

soils including soft rocky area and

clearing of roots of trees, rocks,

bushes, ballast & reconditioning

etc., including bailing out water

and disposal of extra soil

including back filling with

excavated earth and ramming of

trenches after cable laying for the

following depths and widths as

specified in Technical Circular No.

2 of 1988 & 01/2010 issued by

CSTE/SER. Note:- In case,

trenches are other than

prescribed depth & width,

Proportionate payment shall be

released. Depth 1.2 meter, Width

57 57 Excavation of trench in all kinds of Kilometre 8.00 79869.00 638952.00

soils including soft rocky area and

clearing of roots of trees, rocks,

bushes, ballast & reconditioning

etc., including bailing out water

and disposal of extra soil

including back filling with

excavated earth and ramming of

trenches after cable laying for the

following depths and widths as

specified in Technical Circular No.

2 of 1988 & 01/2010 issued by

CSTE/SER. Note:- In case,

trenches are other than

prescribed depth & width,

Proportionate payment shall be

released. Depth 1.0 meter, Width

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

58 58 Excavation of trenches including Metre 1000.00 589.00 589000.00

clearing of roots of trees etc.in

hard/rocky soil by chiselling up to

a depth of 0.5 meter to 0.8 meter

and width 0.3 meter at the

bottom, supply & placing split

RCC pipes with collar (for jointing

pipes) of 100 mm nominal

diameter to Spec. No. IS: 10262-

1982 or latest and IS-456-2000 as

per SEM Drawing No. 15-D3

(Sheet-2) on sieved soil of 30mm

over cable and concreting(1:2:3)

throughout the length upto a

layer of 75mm approximately,

then back filling the trench by

digging and carrying earth from a

distance of maximum 30 meters

and then ramming of soil after

cable laying. This includes Split

RCC Pipes with collar and all the

materials for concreting are to be

supplied by the contractor.

Materials inspection shall be done

by Railway Site Engineer.

Inspection of supply items:

Representative of Railway

(Signal/Quad/Power) in the

excavated trench to Drawing No.

CON/SK/T/5 or latest. Supply and

transportation of 'U' clamps,

anchoring of cable at every 10

metres interval with 'U' clamp on

trench to Drawing No. CSTE/CON

/CABLES/81 or latest. Supply,

transportation, and placing of

cable demarcating led belt to

Drawing No. CON/SK/T/6 or latest

punched at an interval of 30

metres and wrapped round each

cable throughout the cable route

and also at every track/Road/

platform crossing as above

specified in Technical Circular No.

2/1988 & 01/2010 issued by

CSTE/SER or as per latest

guidelines and guarding the

cables. Collecting empty drums

with left over cable and to be

returned to the stores of stock

holder. Note: Cables will be

meggered before & after its

laying by contractor under

supervision of Railway

representative & Contractor will

submit their reports.

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Section Digital Axle Counter

(MSDAC) complete with all

accessories, Cable required with

each track device & Card Viz.,

Axle Detectors, Track Side

Electronics/DAC field units,

Central Evaluator, Relay unit,

Event logger, Diagnostic terminal

etc. required for different

Detection Points & Track Sections

as per Specification No.

RDSO/SPN/176/2013 Ver.3 or

latest. All the equipment including

toolkit & Diagnostic PC to be

supplied as per annexure-A1, C1

of SER S&T SOR. Supply of

Maintenance free earth &

Location/Mushroom as per RDSO

& OEM requirements to make the

system complete functional. Due

to limitation of characters in a

cell, for Annexures please read

SOR documents. Note: Per DP

supply includes all accessories

such as cables for wiring, relays,

different indoor & outdoor cards,

earthing of DP,

L/Boxes/Mushroom, LV etc.

Inspection: By RDSO Note: Here

Each means Per DP.

Commissioning of Multi section

digital axle counter (MSDAC) as

per Specification No.

RDSO/SPN/176/2013 Ver.3 or

latest & as per annexure-B1 of

SER S&T SOR including all

accessories to make the system

complete functional. Due to

limitation of characters in a cell,

for Annexures please read SER

S&T SOR documents. Note: Here

Each means Per DP.

62 62 Excavation of trench in all kinds of Metre 2000.00 691.00 1382000.00

soils including soft rocky area and

clearing of roots of trees, rocks

etc. to a depth of 1 metre and

width 0.3 mtr. For Track/ pucca

road/platform crossing/ level

crossing as per SEM Drawing

No.15-D5 including supply,

transportation and laying of DWC

pipes (full) with collar(for jointing

pipes) Inner diameter/Outer

diameter:103mm/120mm to

Specification No.14830(Part-

2):2001 as per SEM Drawing No.

15-D4,in trench and drawing of

cable through DWC pipes with

collar(for jointing pipes) including

back filling and ramming after

cable laying as specified in Tech.

Circular No. 2 of 1988 & 01/2010

issued by CSTE/SER for S&T

Cables (Cable laying charges is

included). This includes repairing

and plastering of platform/pucca

road after cable laying. Material

inspection shall be done by

Railway Site Engineer. Inspection

of supply items: Representative of

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Rules (SWR) in English on the

basis of station working rule

diagram and gate working rule

diagram to be supplied by the

contractor. Submission of two

draft copy to railway for checking

and resubmission of draft in three

copies for approval of division

after making corrections. Editable

Soft copy to be supplied in pen

Rules (SWR) in Hindi/Regional

Language of that station on the

basis of station working rule

diagram and gate working rule

diagram to be supplied by the

contractor. Submission of two

draft copy to railway for checking

and resubmission of draft in three

copies for approval of division

after making corrections. Editable

Soft copy to be supplied in pen

English finally approved by

railways along with spiral binding.

This has to be done after CRS

sanction has been obtained.

Hindi/Regional Language of that

station finally approved by

railways along with spiral binding.

This has to be done after CRS

sanction has been obtained.

67 67 Preparation of Gate Working Rules Set 4.00 7308.00 29232.00

(GWR) in English on the basis of

station working rule diagram and

gate working rule diagram to be

supplied by the contractor.

Submission of two draft copy to

railways for checking and

resubmission of draft in three

copies for approval of division

after making corrections. Editable

Soft copy to be supplied in pen

68 68 Preparation of Gate working rules Set 4.00 7308.00 29232.00

(GWR) in Hindi/Regional Language

of that LC Gate on the basis of

gate working rule diagram to be

supplied by the contractor.

Submission of two draft copy to

railways for checking and

resubmission of draft in three

copies for approval of division

after making corrections. Editable

Soft copy to be supplied in pen

English finally approved by

railways along with spiral binding.

This has to be done after CRS

sanction has been obtained.

Hindi/Regional Language that LC

gate finally approved by railways

along with spiral binding. This has

to be done after CRS sanction has

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

71 71 Supply, transportation and fixing Numbers 400.00 576.00 230400.00

of RCC Cable Route Marker as per

SEM drawing No. 15-D1 or latest.

Inspection: Representative of

'P'/'G'/'C'/'A'/'AG'/'IB'/Marker/Arrow

marker/ Signal Number plates

with complete fittings as per site

following types of C.T. Box

(Aluminium/Wago type) and

termination of cable as per details

of jointing schedule approved by

the Railway Engineers. 20 pair

C.T. Box/Krone type DP Box

16 SWG CRC sheet with

disconnection and reconnection

(wago type). The CT Box should

be grey colour powder coated

with terminal, washer, nut & bolt

should be of brass. There shall

also be locking arrangement.

Inspection: Representative of

75 75 Transportation of cables in rolls Kilometre 104.00 2328.00 242112.00

with or without wooden drums

(S&T Cables) from concerned

store to the site of works. Note:

The unit Drum-KM indicates Drum

X length of cable in that drum. It

doesn't have any significance

over the distance it has to be

carried for execution of the work.

For illustration - 1 Drum having

1Km of cable when transported

for any distance will be paid this

amount.Note: Here unit Kilometre

means Drum-Kilometre

76 76 Supply of PVC Insulated Copper Kilometre 100.00 214772.00 21477200.00

Conductor, Underground,

Unscreened Cable of 12 Core x

1.5 Sq. mm for Railway Signalling

as per Specification. No. IRS:S-

63/2014 Rev.4.0 or latest.

Inspection: RDSO

Underground Railway Jelly filled

Telecom 6 Quad cable having 0.9

mm diameter for Signaling &

Telecom installations as per

Specification No. IRS: TC-30/2005

Ver.1, Amd. 5 or latest.

Inspection: RDSO

Magneto Telephone (DTMF) as per

Specification No. IRS: TC/79/2000

with amd 4.0 or latest.

testing and commissioning of

Magneto Portable Telephone

(desk type) as per specification

IRS/TC/79/2000, Amdt 4 or latest

including supply of dry cell

SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

80 80 Preparation and Supply of station Station 4.00 16056.00 64224.00

working rule Diagram

(SWRD)/Gate working Rule

Diagram (GWRD) based on

approved Signal Interlocking Plan

(SIP) for station, LC Gate, IBS &

ABS. Inspection: Consignee. Note:

The contractor shall supply

tentative SWRD/GWRD in paper

print (04copies) for approval of

Railway along with AutoCad file.

After getting approval on

tentative SWRD, the final

SWRD/GWRD shall be submitted

in tracing paper (01 copy). After

getting approval, 6 copies in

paper print/Ammonia print and

scanned copy of approved SWRD

and the AutoCAD file final version

to be shared as soft copy with

Railway in suitable storage

device. Station, LC Gate, IBS &

ABS Upto 04 lines. Here unit

Station means Per Station

installation of RCC joint chamber

with two piece top cover and

bottom cover with holes for

drainage and cable entry, as per

Drawing No. RDSO/TCDO/COP-

21(a).This includes trenching for

jointing pit, back filling and

ramming of the pit after placing

the joint closure and cable loop in

the chamber including dry sand

upto 600mm height without

causing any damage to same and

consolidation of soil as well as

disposal of excess soil.

including supply of Split RCC pipe

as per Spec. No.IS: 10262-2019 or

latest and IS-456-2000 & SEM

Drawing No.15-D3 having plain

ends with their jointing loose split

collar half round of size 200 mm

(inner diameter)/25mm thickness

at site over the single/multiple

cable laid in the trench.

Inspection of supply items by

Representative of Railways.

Item Breakup - B-Execution of all works as detailed in schedule (Item Directory - Not Applicable)

For utility shifting Work under NS Lumpsum items/SERUSSOR 2021/CPWD DSR 2023 & S&T SERSOR 2021 Total 41631534.00 Schedule C-Execution of all works as detailed in schedule (Item Directory - Not Applicable) (Item Directory