At DBRG- Construction of new sick line at DBRG Coaching Depot.

A-IRUSSOR Items in connection with -Provision of sickline shed at Above/

B-NSR Items in connection with -Provision of sickline shed at DBRG Above/

A1-CPWD Items in connection with -Provision of sickline shed at Above/

A2-CPWD Items in connection with -Provision of Sickline office at Above/

A3-IRUSSOR Items in connection with- P.way works in connection Above/

Construction of new sick line at DBRG Coaching Depot.

Item- 1 IRUSSOR ITEMS

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

TINSUKIA DIVISION-GATI SHAKTI/N F 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 a n d 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

(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.

Schedule A1-CPWD Items in connection with -Provision of sickline shed at DBRG in connection with

Construction of new sick line at DBRG Coaching Depot.

Item- 2 CPWD ITEMS

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

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

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.25A Excavating, supplying and filling of local cum 2500 368.65 921625

earth (including royalty) by mechanical

transport upto a lead of 5km also

2 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

2.27 Supplying and filling in plinth with sand cum 500 2161.2 1080600

3 under floors, including watering, ramming,

consolidating and dressing complete.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Providing and laying cement concrete in

retaining walls, return walls, walls (any

thickness) including attached pilasters,

columns, piers, abutments, pillars, posts,

struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor

blocks, plain window sills, fillets, sunken

floor etc., up to floor five level, excluding

the cost of centering, shuttering and

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 3000 307.95 923850

etc. for mass concrete

5.9.5 Lintels, beams, plinth beams, girders, Sqm 500 608.35 304175

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 900 804.25 723825

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 120000 89.65 10758000

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.

5.22A.6 Thermo-Mechanically Treated bars of Kg 3000 89.65 268950

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and laying in position ready

mixed or site batched design mix cement

concrete for reinforced cement concrete

w o r k ; u s i n g 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,

5.33 c u r i n g , 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 concrete. Note:

Extra cement up to 10% of the minimum

specified cement content in design mix

shall be payable separately. In case the

cement content in design mix is more

than 1.10 times of the specified minimum

cement content, the contractor shall have

discretion to either re-design the mix or

bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 1362 8683.8 11827335.6

cement content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cum 60 8825.35 529521

cement content of 350 kg /cum

5.35 Add for using extra cement in the items of Quintal 2800 688.45 1927660

13 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

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

(non modular) bricks of class designation

7.5 in superstructure above plinth level up

to floor V level in all shapes and sizes in :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt

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

designation 7.5 in superstructure above

plinth level up to floor V level.

superstructure, above floor V level for

every four floors or part thereof by

mechanical means.

10.0 STEEL WORK

10.1 Structural steel work in single section, Kg 15000 93.05 1395750

fixed with or without connecting plate,

17 including cutting, hoisting, fixing in

position and applying a priming coat of

approved steel primer all complete.

10.2 Structural steel work riveted, bolted or Kg 8000 111.95 895600

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

10.19 Providing and fixing mild steel round Kg 8000 88.5 708000

19 holding down bolts with nuts and washer

plates complete.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

10.20 Providing and fixing bolts including nuts Kg 5500 140.15 770825

and washers complete.

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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 pipes.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC

12.42 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.

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any

pitch, including fixing with polymer coated

'J' or 'L' hooks, bolts & nuts 8mm dia. G.I

plain/bitumen washers complete but

excluding the cost of purlins, rafters,

trusses etc. The sheets shall be

manufactured out of 2400 TEX panel

12.47 rovigs incorporating minimum 0.3% ultra-

violet stabiliser in resin system under

approximately 2400 psi and hot cured.

They shall be of uniform pigmentation and

thickness without air pockets and shall

conform to IS 10192 and IS 12866.The

sheets shall be opaque or translucent,

clear or pigmented, textured or smooth as

or step-down (2" or 3" or 6" ) as specified

12.50 Providing and fixing precoated galvanised Sqm 5000 671.55 3357750

iron profile sheets (size, shape and pitch

of corrugation as approved by Engineer-

in-charge) 0.50 mm (+ 0.05 %) total

coated thickness with zinc coating 120

grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on

both side of the sheet and polyester top

coat 15-18 microns. Sheet should have

protective guard film of 25 microns

23 minimum to avoid scratches during

transportation and should be supplied in

single length upto 12 metre or as desired

by Engineer-in-charge. The sheet shall be

fixed using self drilling /self tapping

screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and

shape wherever required.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and fixing precoated galvanised

steel sheet roofing accessories 0.50 mm

(+0.05 %) total coated thickness, Zinc

coating 120 grams per sqm as per IS: 277,

12.51 in 240 mpa steel grade, 5-7 microns

epoxy primer on both side of the sheet

and polyester top coat 15-18 microns

using self drilling/ self tapping screws

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/

by mechanical means including disposal

of material within 50 metres lead as per

direction of Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 70 2007.1 140497

equivalent design mix)

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

16.4 Laying, spreading and compacting stone cum 32 865.8 27705.6

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 .

16.49S MISCELLANEOUS

Providing and laying factory made

chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive

ways or light traffic parking etc, of

required strength, thickness & size/ shape,

made by table vibratory method using PU

mould, laid in required colour & pattern

over 50mm thick compacted bed of sand,

16.91 compacting and proper embedding/laying

of inter locking paver blocks into the sand

bedding layer through vibratory

compaction by using plate vibrator, filling

the joints with sand and cutting of paver

blocks as per required size and pattern,

finishing and sweeping extra sand.

complete all as per direction of Engineer-

32 grade with approved color design and

18.0 WATER SUPPLY

18.4S PP-R PIPES

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

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 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. -External work

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

18.12 with G.I. fittings including trenching and

refilling etc.-External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

Providing and fixing C.I. sluice valves (with

cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required

will be paid separately) :

18.31.1 100 mm diameter

Schedule A2-CPWD Items in connection with -Provision of Sickline office at DBRG in connection with

Construction of new sick line at DBRG Coaching Depot

Item- 3 CPWD ITEMS

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

2.0 EARTH WORK

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

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

plan) including getting out and disposal of

excavated earth lead upto 50 m and lift

upto 1.5 m, as directed by Engineer-in-

2.25A Excavating, supplying and filling of local cum 1500 368.65 552975

earth (including royalty) by mechanical

transport upto a lead of 5km also

2 including ramming and watering of the

earth in layers not exceeding 20 cm in

trenches, plinth, sides of foundation etc.

2.27 Supplying and filling in plinth with sand cum 400 2161.2 864480

3 under floors, including watering, ramming,

consolidating and dressing complete.

Ploughing the existing ground to a depth

of 15 cm to 25 cm and watering the same.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position cement

concrete of specified grade excluding the

cost of centering and shuttering - All work

up to plinth level :

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

derived from natural sources: 6 graded

stone aggregate 40 mm nominal size

derived from natural sources)

4.10S DAMP-PROOF COURSE

4.12 Extra for providing and mixing water Per bag 169 57.15 9658.35

proofing material in cement concrete work of

in doses by weight of cement as per cement

manufacturer's specification. of 50kg

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 1120 307.95 344904

etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, Sqm 760 766.55 582578

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 633 608.35 385085.55

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 1170 804.25 940972.5

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 17 9673.5 164449.5

level up to floor five level precast

reinforced cement concrete work in string

courses, bands, copings, bed plates,

anchor blocks, plain window sills and the

like, including the cost of required

centering, shuttering but , excluding cost

of reinforcement with 1:1.5:3 (1 cement :

1.5 coarse sand(zone-III) derived from

natural sources : 3 graded stone

aggregate 20 mm nominal size derived

from natural sources).

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting, bending,

placing in position and binding all

complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of Kg 8000 89.65 717200

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.

5.22A.6 Thermo-Mechanically Treated bars of Kg 25000 89.65 2241250

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and laying in position ready

mixed or site batched design mix cement

concrete for reinforced cement concrete

w o r k ; u s i n g 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,

5.33 c u r i n g , 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 concrete. Note:

Extra cement up to 10% of the minimum

specified cement content in design mix

shall be payable separately. In case the

cement content in design mix is more

than 1.10 times of the specified minimum

cement content, the contractor shall have

discretion to either re-design the mix or

bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cum 275 8683.8 2388045

cement content of 330 kg /cum

All works above plinth level upto floor V

5.33.2.1 Concrete of M25 grade with minimum cum 110 10306.2 1133682

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 1200 688.45 826140

17 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

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

(non modular) bricks of class designation

7.5 in superstructure above plinth level up

to floor V level in all shapes and sizes in :

6.12S HALF BRICK MASONRY

Half brick masonry with common burnt

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

designation 7.5 in superstructure above

plinth level up to floor V level.

8.0 CLADDING WORK

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 140 1063.45 148883

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 complete.

9.0 WOOD AND P.V.C. WORK

Providing and fixing 25 mm thick shutters

for cup board etc. :

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

decorative type, core of block board

construction with frame of 1st class hard

wood and well matched teak 3 ply

veneering with vertical grains or cross

bands and face veneers on both faces of

21 Stainless Steel butt hinges with necessary

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing M.S. grills of required

pattern in frames of windows etc. with

9.48 M.S. flats, square or round bars etc.

including priming coat with approved steel

primer all complete.

9.48.2 Fixed to openings /wooden frames with Kg 1120 197.7 221424

rawl plugs screws etc.

9.53 Providing 40x5 mm flat iron hold fast 400 Each 500 194.35 97175

mm long including fixing to frame with 10

mm diameter bolts, nuts and wooden

23 plugs and embedding in cement concrete

block 300x100x150 mm 1:3:6 mix (1

cement : 3 coarse sand : 6 graded stone

aggregate 20mm nominal size).

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked IS : 1341

oxidised M.S. pressed butt hinges with

necessary screws etc. complete. (copper

oxidized as per IS : 1378)

Providing and fixing ISI marked oxidised

M.S. sliding door bolts with nuts and

screws etc. complete : (copper oxidized as

Providing and fixing ISI marked oxidised

M.S. tower bolt black finish, (Barrel type)

with necessary screws etc. complete :

(copper oxized as per IS: 1378)

Providing and fixing ISI marked oxidised

M.S. handles conforming to IS:4992 with

necessary screws etc. complete : (copper

oxized as per IS: 1378)

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or Kg 425 111.95 47578.75

welded in built up sections, trusses and

framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all

Providing and fixing 1mm 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.

diagonal braces

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Supplying and fixing rolling shutters of

approved make, made of required size

M.S. laths, interlocked together through

their entire length and jointed together at

the end by end locks, mounted on

specially designed pipe shaft with

brackets, side guides and arrangements

10.6 for inside and outside locking with push

and pull operation complete, including the

cost of providing and fixing necessary

27.5 cm long wire springs manufactured

from high tensile steel wire of adequate

strength conforming to IS: 4454 - part 1

and M.S. top cover of required thickness

for rolling shutters.

thick top cover

Providing and fixing factory made ISI

marked steel glazed doors, windows and

ventilators, side /top /centre hung, with

beading and all members such as

F7D,F4B, K11 B and K12 B etc. complete

of standard rolled steel sections, joints

mitred and flash butt welded and sash

10.11 bars tenoned and riveted, including

providing and fixing of hinges, pivots,

including priming coat of approved steel

primer, but excluding the cost of other

fittings, complete all as per approved

design, (sectional weight of only steel

members shall be measured for

embedded in cement concrete block

coarse sand : 6 graded stone aggregate

20 mm nominal size)

11.0 FLOORING

Cement concrete flooring 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone

aggregate) finished with a floating coat of

neat cement, including cement slurry, but

excluding the cost of nosing of steps etc.

stone aggregate

11.4 52 mm thick cement concrete flooring Sqm 520 855.9 445068

with concrete hardener topping, under

layer 40 mm thick cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) and

top layer 12 mm thick cement hardener

consisting of mix 1:2 (1 cement hardener

mix : 2 graded stone aggregate 6 mm

nominal size) by volume, hardening

compound mixed @ 2 litre per 50 kg of

cement or as per manufacturer's

specifications. This includes cost of

cement slurry, but excluding the cost of

nosing of steps etc. complete.

11.41S VITRIFIED FLOOR TILES

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and laying Vitrified tiles in floor

in different sizes (thickness to be specified

by the manufacturer) 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

11.41A 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 easily.

Double charge vitrified tile polished finish

12.0 ROOFING

Providing, fixing and embedding sand cast

iron accessories for rain water pipes in the

masonry surrounded with 12 mm thick

cement mortar of the same mix, as that of

masonry (lead caulking will be paid for

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 pipes.

Providing and fixing on wall face

unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC

12.42 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.

12.42.2 Single pushfit Coupler

12.42.4 Single tee without door

12.42.6 Shoe (Plain)

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

12.50 Providing and fixing precoated galvanised Sqm 500 671.55 335775

iron profile sheets (size, shape and pitch

of corrugation as approved by Engineer-

in-charge) 0.50 mm (+ 0.05 %) total

coated thickness with zinc coating 120

grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on

both side of the sheet and polyester top

coat 15-18 microns. Sheet should have

protective guard film of 25 microns

42 minimum to avoid scratches during

transportation and should be supplied in

single length upto 12 metre or as desired

by Engineer-in-charge. The sheet shall be

fixed using self drilling /self tapping

screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in

horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and

trusses and including cutting to size and

shape wherever required.

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side

of single or half brick wall of mix :

CEMENT PLASTER WITH A FLOATING COAT

12 mm cement plaster finished with a

floating coat of neat cement of mix :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

Distempering with 1st quality acrylic

distemper (ready mixed) having VOC

content less than 50 gms/litre, of

approved manufacturer, of required shade

and colour complete, as per

manufacturer's specification.

Applying one coat of water thinnable

13.43 cement primer of approved brand and

manufacture on wall surface :

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

system for interiors and exteriors using

Primer as per manufacturers

specifications :

13.48.1 Two or more coats applied on walls @ Sqm 1700 158.95 270215

1.25 ltr/10 sqm over and including one

coat of Special primer applied @ 0.75 ltr

13.48.2 Painting wood work with Deluxe Multi Sqm 497.5 144.9 72087.75

Surface Paint of required shade. Two or

more coat applied @ 0.90 ltr/10 sqm over

an under coat of primer applied @0.75

ltr/10 sqm of approved brand and

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

13.80 Providing and applying white cement Sqm 4080 123.85 505308

based putty of average thickness 1 mm, of

52 approved brand and manufacturer, over

the plastered wall surface to prepare the

surface even and smooth complete.

15.0 DISMANTLING AND DEMOLISHING

Dismantling roofing including ridges, hips,

15.28 valleys and gutters etc., and stacking the

material within 50 metres lead of:

16.0 ROAD WORK

16.49S MISCELLANEOUS

compacted bed of dry brick aggregate of

40 mm thick nominal size including

54 spreading, well ramming, consolidating

and grouting with Local sand, including

finishing smooth etc. complete as per

direction of Engineer-in-charge.

Providing and laying factory made

chamfered edge Cement Concrete paver

blocks in footpath, parks, lawns, drive

ways or light traffic parking etc, of

required strength, thickness & size/ shape,

made by table vibratory method using PU

mould, laid in required colour & pattern

over 50mm thick compacted bed of sand,

16.91 compacting and proper embedding/laying

of inter locking paver blocks into the sand

bedding layer through vibratory

compaction by using plate vibrator, filling

the joints with sand and cutting of paver

blocks as per required size and pattern,

finishing and sweeping extra sand.

complete all as per direction of Engineer-

55 grade with approved color design and

17.0 SANITARY INSTALLATIONS

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:

17.1.1 White Vitreous china Orissa pattern W.C. Each 16 5781.35 92501.6

56 pan of size 580x440 mm with integral

type foot rests

Providing and fixing white vitreous china

flat back or wall corner type lipped front

urinal basin of 430x260x350 mm and

340x410x265 mm sizes respectively with

automatic flushing cistern with standard

flush pipe and C.P. brass spreaders with

brass unions and G.I clamps complete,

including painting of fittings and brackets,

cutting and making good the walls and

floors wherever required :

17.4.1 One urinal basin with 5 litre white P.V.C. Each 6 5268.85 31613.1

automatic flushing cistern

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and fixing wash basin with C.I.

brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls

wherever require:

17.7.1 White Vitreous China Wash basin size Each 16 2275 36400

58 630x450 mm with a pair of 15 mm C.P.

brass pillar taps

Providing and fixing PTMT towel rail

complete with brackets fixed to wooden

17.73 cleats with CP brass screws with

concealed fittings arrangement of

approved quality and colour.

17.73.1 450 mm long towel rail with total length of Each 16 573.6 9177.6

59 495 mm, 78 mm wide and effective height

of 88 mm, weighing not less than 170 gms

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 water

supply, including all PP - R plain & brass

threaded polypropylene random fittings,

i/c fixing the pipe with clamps at 1.00 m

spacing. This includes the cost of cutting

chases and making good the same

including testing of joints complete as per

direction of Engineer-in-Charge. -

Concealed work,including cutting chases

and making good the wall etc.

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 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. -External work

18.7S C.P.V.C. PIPES

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply,

including all CPVC plain & brass threaded

fittings, i/c fixing the pipe with clamps at

1.00 m spacing. This includes jointing of

18.8 pipes & fittings with one step CPVC

solvent cement and the cost of cutting

chases and making good the same

including testing of joints complete as per

direction of Engineer in Charge,

Concealed work, including cutting chases

and making good the wall etc.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal

stability for hot & cold water supply

including all CPVC plain & brass threaded

18.9 fittings This includes jointing of pipes &

fittings with one step CPVC solvent

cement, trenching, refilling & testing of

joints complete as per direction of

Engineer in Charge.-External work

Providing and fixing G.I. pipes complete

18.12 with G.I. fittings including trenching and

refilling etc.-External work

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all Litre 6000 9.7 58200

floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and

69 suitable locking arrangement and making

necessary holes for inlet, outlet and

overflow pipes but without fittings and the

base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.64 Providing and fixing PTMT swivelling Each 8 106.15 849.2

71 shower, 15 mm nominal bore, weighing

not less than 40 gms

21.0 ALUMINIUM WORK

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 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 / paneling, C.P. brass /

stainless steel screws, all complete as per

architectural drawings and the directions

of Engineer-in-charge. (Glazing, paneling

and dash fasteners to be paid for

21.1.1 For fixed portion

21.1.1.3 Polyester powder coated aluminium Kg 400 474.7 189880

72 (minimum thickness of polyester powder

coating 50 micron)

For shutters of doors, windows &

ventilators including providing and fixing

hinges/ pivots and making provision for

21.1.2 fixing of fittings wherever required

including the cost of EPDM rubber /

neoprene gasket required (Fittings shall

be paid for separately)

21.1.2.3 Polyester powder coated aluminium Kg 600 573.4 344040

73 (minimum thickness of polyester powder

coating 50 micron)

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

21.17 Providing and fixing anodised aluminium Kg 400 560.85 224340

grill (anodised transparent or dyed to

required shade according to IS: 1868 with

minimum anodic coating of grade AC 15)

of approved design/pattern, with

approved standard section and fixed to

the existing window frame with C.P. brass/

stainless steel screws @ 200 mm centre to

centre, including cutting the grill to proper

opening size for fixing and operation of

handles and fixing approved anodised

aluminium standard section around the

opening, all complete as per requirement

and direction of Engineer-in-charge. (Only

weight of grill to be measured for

26.0 NEW TECHNOLOGIES AND MATERIALS

26.73S PREFAB/PRECAST TECHNOLOGY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid door/window/clerestory windows &

desertory other Frames/Chowkhat

comprising of virgin PVC polymer of K

value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood

powder/ rice husk/wheat husk) and non

toxic additives (maximum toxicity index of

12 for 100 gms) fabricated with miter

joints after applying PVC solvent cement

and screwed with full body threaded star

headed SS screws having minimum frame

density of 750 kg/cum, screw withdrawal

strength of 2200 N (Face) & 1100 N

(Edge), minimum compressive strength of

58 N/mm2, modulus of elasticity 900

N/mm2 and resistance to spread of flame

of Class A category with property of being

termite/borer proof, water/moisture proof

and fire retardant and fixed in position

with M.S hold fast/lugs/SS dash fasteners

of required dia and length complete as per

direction of Engineer-In- Charge. (M.S hold

fast/lugs or SS dash fasteners shall be

paid for separately). Note: For WPC solid

door/window frames, minus 5mm

tolerance in dimensions i.e depth and

width of profile shall be acceptable.

Variation in profile dimensions on plus

side shall be acceptable but no extra

payment on this account shall be made.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Providing and fixing factory made single

extruded WPC (Wood Polymer Composite)

solid decorative type flush door shutter of

required size comprising of virgin polymer

of K value 58-60 (Suspension Grade),

calcium carbonate and natural fibers

(wood powder/ rice husk/wheat husk) and

non toxic additives (maximum toxicity

index of 12 for 100 gms) having minimum

density of 650 kg/cum and screw

withdrawal strength of 1800 N (Face) &

900 N (Edge), minimum compressive

strength 50 N/mm2, modulus of elasticity

26.88 850 N/mm2 and resistance to spread of

flame of Class A category with property of

being termite/borer proof, water/moisture

proof and fire retardant. WPC to be

laminated with PVC foil of minimum 14

microns thick of approved design pasted

with hot melt adhesive on both faces of

shutter and fixing with stainless steel butt

hinges of required size with necessary full

body threaded star headed counter sunk

S.S screws, all as per direction of

Engineer-In- Charge. (Note: stainless steel

butt hinges and necessary S.S screws

shall be paid separately)

Schedule A3-IRUSSOR Items in connection with- P.way works in connection with Construction new

sick line at DBRG Coaching Depot.

Item- 4 IRUSSOR ITEMS

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

1 063090 Lubrication of ERCs and its liner contact ERC 7000.00 6.27 43890.00

area by removal of ERCs and Metal / GFN

liners in rail panel, cleaning of rust / scale

of ERC, Metal / GFN liners & SGCI insert by

using wire brush, scrapper / sand emery

paper etc supply and application of

graphite grease, as prescribed by Railway

for under side of liners & corresponding

area of rail foot & SGCI insert with ERCs

and re-fixing the same as per procedure

prescribed in latest edition of IRPWM with

contractors grease and all other tools &

plants complete and as directed. Note:

Each ERC in this item shall constitute 1

ERC and its Liner Contact area.

Assembling complete BG Turnout on

staging, clear of infringements, to correct

gauge and alignment as per standard

drawings with all types of rail sections

over PSC sleepers at specified locations,

duly leading rails, special sleepers,

switches, crossings with a maximum lead

of 500m, all lift & crossing of track as

required and testing points with S&T staff

for throw of switch etc. at station yard

after levelling surface complete including

lubrication of all fastenings, complete in

all respect. Note: 1.Rail cutting and

Drilling shall be paid separately 2.

Required P.Way fittings/fastenings shall be

supplied at the SSE/P.Way stores.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Recoupment of ballast in running line with

railway's stone ballast from existing

stacks available along alignment either on

top of cutting or on cess or at toe of bank

by head leads or by any other means and

spreading to make up deficiency in the

required profile with contractor's labour,

tools & plants, as directed by Engineer-in-

charge. Note: Payment shall be made

based on ballast stack measurement.

3 082011 For average lead up to 50m and lift up to cum 1000.00 124.96 124960.00

additional average lead of 50m or part

thereof when total average lead exceeds

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

be used only in exceptional circumstance

under prior order on record.

5 083010 Lifting and packing for regrading the TRM 650.00 201.22 130793.00

existing PSC sleeper track to required

height / level in stages not exceeding

75mm or part thereof at a time, providing

permissible ramp for the track, insertion

of moorum / sand / stone ballast uniformly

under the existing track and placing the

same to safe approved gradient, gauge,

cushion including levelling and one round

of through packing to allow train

movement at restricted speed of 30 kmph

for a specified length with all leads & lifts

and fixing, marking, painting rail level

pegs at every 30m interval. Note: Lifting

of track shall be done in stages as per

procedure prescribed in latest edition of

IRPWM to get the proposed final level as

per approved working profile, as directed

by Engineer in-charge.

6 083030 Boxing and profiling of ballast as per TRM 800.00 29.56 23648.00

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

7 084010 Loading Railway's ballast, collected at cum 1000.00 37.71 37710.00

yard / depot into Railway's BOB / BKH /

any other type of open wagon, using

Mechanical Loader or any other method

with all lead and lifts, as directed by

Engineer in-charge.

8 084020 Leading and loading Railway's Ballast cum 1000.00 121.87 121870.00

collected at yard / depot into Railway's

covered wagon using any approved

method with lead up to 250m & all lifts as

directed by Engineer in-charge.

Unloading of ballast from Railway's

Hopper Wagons, quantity distribution as

per pre-defined site requirement, clearing

infringements/jammed ballast, distributing

the unloaded ballast uniformly over the

track, profiling and boxing following all

prescribed safety norms.

9 084042 Under Conditions not requiring Traffic cum 1000.00 44.78 44780.00

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

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.

10 085012 When distance of nearest quarry is more cum 1000.00 2494.90 2494900.00

than 10 km and up to 20 km

Manufacturing and Supply of Alumino

thermic welding portions of 52Kg/60

Kg/60EI-R260 as approved by RDSO for

welding of rails 52Kg/60Kg/60EI-R260 kg

for 25mm gap by the process of AT

welding along with complete accessories

confirming to the specification laid down

in Indian Railway Standard specification

No.IRST-19-2020 up to date correction

slips with Single shot crucible fitted with

Automatic Tapping Thimble, 3 pieces pre

fabricated mould (Zircon washed)

manually pressed using compressed air

petrol/LPG pre heating for execution of

welding of rail joint as directed by the

engineer in charge at site. Note: 1. The

accessories along with welding portion

shall be supplied as per Annexure-I of the

IRUSSOR - 2021. 2. Rate is inclusive of

transportation of above to SSE/P.Way

12 092030 25mm gap 'in-situ' welding during traffic Each 175.00 1851.75 324056.25

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.

TINSUKIA DIVISION-GATI SHAKTI/N F 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 relevant item.

13 123042 For sleeper density of 1540 sleepers per TRM 700.00 309.55 216685.00

Through packing of track, as per

procedure prescribed in latest edition of

Indian Railways Permanent Way Manual

Density of 1540 Sleepers/Km or more

First or Second Through Packing of track

of all sleeper density including giving a

general lift, as desired to eliminate sag

after Deep Screening work, lifting of track,

lowering of track and major realignment

of curves and formation rehabilitation as

per procedure prescribed in latest edition

of IRPWM. Note: General lift is normally 25

mm and isolated lift may be up to 50 mm.

Density of 1540

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

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

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

Quick cutting with abrasive rail cutter of

all types of rail sections including wear

resistant, head hardened rails up to 110

UTS, with contractors tools & plants,

equipment, consumable with all lead & lift

etc. complete as directed by Engineer in-

charge. Abrasive Rail Cutter will be as per

RDSO Specification No. TM/SM/1 (Rev. 01

of 2012) with latest status of RDSO; Rail

Cutting Wheel Abrasive Disc will be as per

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

Drilling holes of 16 mm to 32 mm dia. with

Rail Drilling machine including chamfering

with appropriate chamfering tools in all

types of rail section with contractor's tools

& plants, equipment, consumable with all

lead & lift etc. complete, as directed by

Engineer in-charge. Rail Drilling Machine

will be as per RDSO Specification No.

TM/SM/3, dated 24.04.1991.

Loading 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.

20 171024 I n Wagon where mechanical handling is MT 110.00 167.61 18437.10

possible and traffic block is not required or

in Truck/trailer.

Loading, leading and unloading of 52Kg /

60Kg rail up to 13 metre length by

Railway's Rail Dolly / Dip Lorry to the

nominated location under traffic with line

protection in case road carriage is not

possible with different lead with a lift up to

5 metre during block period.

Loading, unloading and hauling of 52Kg /

60Kg rail more than 13 metre and up to

39 metre length by Railway's Rail Dolly /

Dip Lorry to the nominated location under

traffic and line protection in case road

carriage is not possible for different leads

and lift up to 5 metre.

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.

24 171053 From Wagon where mechanical handling MT 106.50 126.45 13466.93

is possible and traffic block is not required

or in Truck / trailer.

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

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.

25 172014 I n Wagon where mechanical handling is MT 316.00 138.10 43639.60

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.

26 172024 In Wagon/Truck / trailer where mechanical MT 45.00 167.17 7522.65

handling is possible and traffic block is not

Loading, leading and unloading of PSC

Sleepers of 52Kg / 60Kg by Railway's Rail

Dolly/ Dip Lorry to the nominated location

under traffic in case road carriage is not

possible for different leads and lift up to 5

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.

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.

over item no. 172057

TINSUKIA DIVISION-GATI SHAKTI/N F RLY

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.

Unloading of 52kg / 60kg PSC special

sleepers beyond 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 50

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.

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.

Joints, Check Rails etc.

Dismantling existing track on girder

bridges including guard rails and foot path

etc., cutting existing SW panels / LWR, if

required into free rails of not less than 12

metre length and leading all released

materials to nominated place within 50m

of bridge approaches and stacking the

released materials clear of infringements,

as per direction of Engineer-in-Charge.

Note: Rail cutting and drilling shall be paid

41 211250 Manufacturing and fixing buffer stop with Each 2.00 18226.35 36452.70

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