Provision of 01 Island platform at Etawah station by yard modification in existing goods shed area (HWH end).

A-Provision of 01 Island platform at Etawah station by yard modification

B-Provision of 01 Island platform at Etawah station by yard modification

C-Provision of 01 Island platform at Etawah station by yard modification

shed area (HWH end).

Provision of 01 Island platform at Etawah station by yard modification in existing goods shed area

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

2.0 EARTH WORK

2.1S General

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual

means over areas (exceeding 30 cm in

2.6 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 for all

lift, as directed by Engineer-in-charge.

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 sqm

2.8 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.

Excavating trenches by

mechanical/manual means of required

width for pipes, cables, etc including

excavation for sockets, and dressing of

sides, ramming of bottoms, for all depth,

including getting out the excavated soil,

and then returning the soil as required, in

layers not exceeding 20 cm in depth,

including consolidating each deposited

layer by ramming, watering, etc. and

disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. Metre 650 352.15 228897.5

but not exceeding 300 mm dia

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia Metre 650 549.75 357337.5

but not exceeding 600 mm

2.25 Filling available excavated earth cum 1070 196 209720

(excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding

20 cm in depth, consolidating each

deposited layer by ramming and watering,

lead up to 50 and for all lift.

2.25A Excavating, supplying and filling of local cum 6000 700.5 4203000

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 sand cum 1000 2123.75 2123750

7 under floors, including watering, ramming,

consolidating and dressing complete.

Surface dressing of the ground including

removing vegetation and in-equalities not

2.28 exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift up to 1.5

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 :

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

derived from natural sources : 6 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)

4.5S CEMENT CONCRETE PRECAST

Providing and fixing up to floor five level

precast cement concrete hollow block,

including hoisting and setting in position

with cement mortar 1:3 (1 cement : 3

coarse sand), cost of required centering,

shuttering complete.

(zone-III) derived from natural sources : 3

graded stone aggregate 20 mm nominal

size derived from natural sources) .

4.14S MISCELLANEOUS

Providing and laying in position ready

mixed or site batched design mix cement

concrete for plain cement concrete work;

using coarse aggregate and fine

aggregate derived from natural sources,

Portland Pozzolana/Ordinary Portland

/Portland Slag cement, admixtures in

recommended proportions as per IS: 9103

4.20 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 and

finishing as per direction of the engineer-

in-charge; for the following grades of

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cum 260 9212.6 2395276

cement content of 270 kg /cum

All works above plinth and upto floor V

4.20.2.3 Concrete of M20 grade with minimum cum 180 9568.25 1722285

cement content of 270 kg /cum

5.0 REINFORCEMENT 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 2400 392.15 941160

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 250 842.5 210625

16 pilasters, buttresses, plinth and string

5.9.3 Suspended floors, roofs, landings, Sqm 100 927.25 92725

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 736.4 73640

bressummers and cantilevers

5.9.13 Vertical and horizontal fins individually or Sqm 7100 1296.7 9206570

19 forming box louvers band, facias and

5.12S PRE-CAST RCC

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

5.12 Providing, hoisting and fixing above plinth cum 75 10585.9 793942.5

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 122000 107.85 13157700

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 102700 107.85 11076195

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

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

5.33 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 concrete.:

5.33.1 All works upto plinth level

cement content of 330 kg /cum

All works above plinth level upto floor V

cement content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 2300 733.5 1687050

25 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

6.1S General

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

6.1 (non modular) bricks of class designation

7.5 in foundation and plinth in:

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 :

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

8.0 CLADDING WORK

8.1S General

Providing and fixing stone slab with table

rubbed, edges rounded and polished, of

size 75x50 cm deep and 1.8 cm thick,

fixed in urinal partitions by cutting a chase

of appropriate width with chase cutter and

8.10 embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone

aggregate 6 mm nominal size) as per

direction of Engineer-in-charge and

finished smooth.

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic Sqm 160 1267.95 202872

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

29 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

COPER OXIDISED MILD STEEL FITTINGS

(COPPER OXIDISED AS PER IS: 1378)

Providing and fixing ISI marked oxidised

M.S. sliding door bolts with nuts and

screws etc. complete (Copper oxidised as

Providing and fixing ISI marked oxidised

M.S. handles conforming to IS:4992 with

necessary screws etc. complete (Copper

oxidised as per IS 1378)

9.105S GYPSUM BOARD PARTITIONS

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing and fixing factory made PVC

Door shutter made of solid foam PVC

profiles of thickness 5 mm and 15 mm at

edges integrally extruded for vertical style

and horizontal (top / bottom / lock) rails of

minimum cross section of 70mm x 28mm,

of shape and design as per manufacturer's

specifications having homogenous fine

cellular structure and smooth integral

outer skin, inserted with G.l. 'C' section /

rectangular tube profile of minimum 0.60

mm thickness with 120 gsm coating as

stiffeners as per manufacturer's

specifications Mitered cut joints for styles

and rails provided with telescopic

polymeric 'L' corners are joined together

using solvent adhesive and strengthened

with fully threaded stainless steel screws

9.124 (of required size) through reinforcement

stiffener with panelling of specified solid

foam PVC board / high pressure laminate

of required thickness and of approved

design and shade (matching the styles and

rails), secured within styles and rails with

specially designed solid foam PVC

moulded beadings of required size using

PVC solvent adhesive / cement. The

finished door shutter including SS

hardware, 1 no. SS sliding door bolt 200 x

10mm, 1 no. SS tower bolt 200 x 10mm

and 2 nos. SS handles 125 mm, shall be

fixed to frame with 3 Nos. stainless steel

hinges of minimum size 100x58x1.9mm

and stainless steel screws of required size

complete as per direction of the Engineer-

in-Charge.(Cost of above hardware is

inclusive in rates)

required size with moulded/ extruded

beading of appropriate design shape and

size as per manufacturer's specifications (

to secure the panel insert tight in place

within the style and rails of shutter)

matching the colour and shade of shutter

frame. Non decorative type

10.0 STEEL WORK

10.1S General

10.1 Structural steel work in single section, Kg 27000 117.35 3168450

fixed with or without connecting plate,

33 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 143212.6 133.7 19147524.62

welded in built up sections, trusses and

34 framed work, including cutting, hoisting,

fixing in position and applying a priming

coat of approved steel primer all complete.

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.

diagonal braces

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Steel work in built up tubular (round,

square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting,

10.16 fixing in position and applying a priming

coat of approved steel primer, including

welding and bolted with special shaped

washers etc. complete.

10.19 Providing and fixing mild steel round Kg 4500 97.2 437400

37 holding down bolts with nuts and washer

plates complete.

Steel work welded in built up sections/

framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming

coat of approved steel primer using

structural steel etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, Kg 8000 172.6 1380800

railings, brackets, gates and similar works

10.28 Providing and fixing stainless steel ( Grade Kg 200 772.4 154480

304) railing made of Hollow tubes,

channels, plates etc., including welding,

grinding, buffing, polishing and making

curvature (wherever required) and fitting

the same with necessary stainless steel

nuts and bolts complete, including fixing

the railing with necessary accessories &

39 stainless steel dash fasteners , stainless

steel bolts etc., of required size, on the top

of the floor or the side of waist slab with

suitable arrangement as per approval of

Engineer-in-charge, (for payment purpose

only weight of stainless steel members

shall be considered excluding fixing

accessories such as nuts, bolts, fasteners

10.31 Providing and fixing angle iron frames for Kg 325 130.5 42412.5

doors, windows and ventilators of mild

steel Angle sections of size 35x35x5 mm,

joints mitred and welded by angle iron

35x35x5 mm or 35x 5 mm flat pieces to

40 the existing T-iron frame or to the wall

with dash fastener, including fixing of

necessary butt hinges and screws and

applying a priming coat of approved steel

primer, all complete as per the direction of

Engineer-In-charge.

11.0 FLOORING

11.1S General

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

11.16S TILE FLOORING

Chequered precast cement concrete tiles

22 mm thick in footpath & courtyard,

jointed with neat cement slurry mixed with

11.20 pigment to match the shade of tiles,

including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement

mortar 1:4 (1 cement: 4 coarse sand).

42 11.20.1 Light shade pigment using white cement Sqm 400 1402 560800

11.20.2 Medium shade pigment using 50% white Sqm 400 1328.35 531340

cement 50% Grey cement

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

11.26S KOTA STONE FLOORING

Kota stone slab flooring over 20 mm

(average) thick base laid over and jointed

with grey cement slurry mixed with

11.26 pigment to match the shade of the slab,

including rubbing and polishing complete

with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) :

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor Sqm 160 1096.55 175448

tiles of size 300x300 mm (thickness to be

specified by the manufacturer) of 1st

quality conforming to IS : 15622 of

approved make in colours such as White,

45 Ivory, Grey, Fume Red Brown, laid on 20

mm thick cement mortar 1:4 (1 Cement : 4

Coarse sand), Jointing with grey cement

slurry @ 3.3 kg/sqm including pointing the

joints with white cement and matching

pigment etc., complete.

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 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.

12.42.1 Coupler

12.42.5 Bend 87.5 degree

12.50 Providing and fixing precoated galvanised Sqm 3000 738.65 2215950

iron profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) of total coated thickness 0.50 mm

(base metal of minimum 0.45 mm

thickness with total coating thickness of

0.05 mm) 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

49 protective guard film of 25 microns

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.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing and fixing precoated galvanised

steel sheet roofing accessories of total

coated thickness 0.50 mm (base metal of

minimum 0.45 mm thickness with total

coating thickness of 0.05 mm) 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 using self

drilling/ self tapping screws complete :

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.4S CEMENT PLASTER (IN COARSE SAND)

13.4 12 mm cement plaster of mix :

13.37S INTERIOR FINISHING

Distempering with 1st quality acrylic

distemper (ready mixed) having VOC

content less than 50 gram/litre, of

approved manufacturer and of required

shade and colour all complete to achieve

even shade and colour :

13.41.1 New work (two or more coats) over and Sqm 800 185.65 148520

including water thinnable priming coat

with cement primer having VOC content

less than 50 gram/litre

13.44S EXTERIOR FINISHING

Finishing walls with Acrylic Smooth exterior

paint of required shade :

1.67 ltr/10 sqm over and including priming

coat of exterior primer applied @ 0.90

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of

required colour to give an even shade :

13.62.1 Two or more coats on new work over an Sqm 800 226.25 181000

58 under coat of suitable shade with ordinary

paint of approved brand and manufacture

13.80 Providing and applying white cement Sqm 800 156.05 124840

based putty of average thickness 1 mm, of

59 approved brand and manufacturer, over

the plastered wall surface to prepare the

surface even and smooth complete.

15.0 DISMANTLING AND DEMOLISHING

15.1S General

15.3 Demolishing R.C.C. work manually/ by cum 900 3551.25 3196125

mechanical means including stacking of

60 steel bars and disposal of unserviceable

material within 50 metres lead as per

direction of Engineer - in- charge.

mechanical means including stacking of

61 steel bars and disposal of unserviceable

material within 50 metres lead as per

direction of Engineer-in- charge.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Demolishing brick work manually/ by

mechanical means including stacking of

serviceable material and disposal of

unserviceable material within 50 metres

lead as per direction of Engineer-in-

Dismantling doors, windows and clerestory

windows (steel or wood) shutter including

15.12 chowkhats, architrave, holdfasts etc.

complete and stacking within 50 metres

Taking out doors, windows and clerestory

15.13 window shutters (steel or wood) including

stacking within 50 metres lead :

15.60 Disposal of building rubbish / malba / cum 1100 263.95 290345

similar unserviceable, dismantled or waste

materials by mechanical means, including

loading, transporting, unloading to

approved municipal dumping ground or as

approved by Engineer-in-charge, beyond

50 m initial lead, for all leads including all

lifts involved.

16.0 ROAD WORK

16.49S MISCELLANEOUS

16.61 Providing Retro-reflective regulatory sign Each 3 8154.35 24463.05

board of size 900 mm dia meter made out

of 2 mm thick aluminium sheet, face to be

fully covered with high intensity

encapsulated lens type retro -reflective

sheeting as approved by Engineer-in-

charge . Letter, symbols, borders etc. will

be as per IRC - 67 with required colour

scheme on the boards and with the high

intensity grade A. The aluminium sheet to

be riveted to M.S. frame of angle iron of

66 size 40x40x4 mm. The boards will be fixed

to 1 No. 50x50 mm square post made of

M.S. angle 50x50x4 mm, 4 m long welded

to the frame with adequate anti-theft

arrangement .Sheet work to be painted

with two or more coats of synthetic

enamel paint over an under coat (primer)

and back side of aluminium sheet to be

painted with two or more coats of epoxy

paint including appropriate priming coat

complete in all respects as per direction of

Engineer-in-charge.

16.75 Providing and laying C.C. pavement of mix cum 300 9823.8 2947140

M-25 with ready mixed concrete from

batching plant. The ready mixed concrete

shall be laid and finished with screed

board vibrator , vacuum dewatering

process and finally finished by floating,

brooming with wire brush etc. complete as

per specifications and directions of

Engineer-in-charge. (The panel shuttering

work shall be paid for separately).

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

16.81 Providing and erecting 2.00 metre high Metre 600 3439.5 2063700

temporary barricading at site; each panel

of size 2.50mx2.00m made of 40x40x6mm

angle iron or 50x50x3mm hollow MS tube

posts/horizontal members/bracings

covered with 1.63mm thick MS sheet. The

sheet shall be fixed with 30x5mm MS flat

by suitable welding/riveting. The panels

shall be made so that gap of 50cm above

the ground is available making overall

height as 2.5m. MS channel ISLC 75 @

5.70 kg/m, 50cm long shall be provided at

the bottom having oval shaped holes of

size 50x25mm at both ends with 50cm

long MS angle 40x40x6mm bracing.

Suitable arrangement shall be made to fix

the barricading to avoid from overturning

by providing 250mm long expansion

68 fasteners at both ends. The work shall be

executed as per drawing/direction of

Engineer-in-Charge which includes writing

and painting, arrangement for traffic

diversion such as traffic signals during

construction at site for day and night, glow

lamps, reflective signs, marking, flags,

caution tape as directed by the Engineer-

in-Charge. The barricading provided shall

be retained in position at site continuously

including shifting of barricading from one

location to another location as many times

as required during the execution of the

entire work till its completion. Rate include

its maintenance for damages, painting, all

incidentals, labour materials, equipments

and works required to execute the job. The

barricading shall not be removed without

prior approval 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-

69 grade with approved color design and

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

17.1 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:

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

17.1.1 White Vitreous china Orissa pattern W.C. Each 8 6767.4 54139.2

70 pan of size 580x440 mm with integral type

Providing and fixing white vitreous china

flat back half stall urinal of size

580x380x350 mm with white PVC

automatic flushing cistern, with fittings,

standard size C.P. brass flush pipe,

spreaders with unions and clamps (all in

C.P. brass) with waste fitting as per IS :

2556, C.I. trap with outlet grating and

other couplings in C.P. brass, including

painting of fittings and cutting and making

good the walls and floors wherever

17.5.1 Single half stall urinal with 5 litre P.V.C. Each 4 12071.75 48287

automatic flushing cistern

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 5 2648.85 13244.25

72 630x450 mm with a pair of 15 mm C.P.

brass pillar taps

17.23 Providing and fixing white vitreous china Each 15 1648.95 24734.25

flat back or wall corner type lipped front

urinal basin of 430x260x350 mm or

340x410x265 mm sizes respectively.

Providing and fixing white vitreous china

wash basin including making all

connections but excluding the cost of

Providing and fixing P.V.C. waste pipe for

17.28 sink or wash basin including P.V.C. waste

fittings complete.

17.28.2 Flexible pipe

17.29 Providing and fixing 100 mm sand cast Each 5 53.25 266.25

Iron grating for gully trap.

Providing and fixing soil, waste and vent

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. pipes complete

with G.I. fittings and clamps, including

cutting and making good the walls etc. (

Internal work - Exposed on wall )

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all Per 2500 11 27500

floor levels) polyethylene water storage Litre

tank, IS : 12701 marked, with cover and

82 suitable locking arrangement and making

necessary holes for inlet, outlet and

overflow pipes but without fittings and the

base support for tank.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

18.54S PTMT FITTINGS

Providing and fixing PTMT bib cock of

approved quality and colour.

weighing not less than 88 gms

Providing and fixing PTMT stop cock of

approved quality and colour.

weighing not less than 88 gms

19.0 DRAINAGE

19.1S STONE WARE PIPES AND FITTINGS

Providing and laying non-pressure NP2

class (light duty) R.C.C. pipes with collars

jointed with stiff mixture of cement mortar

in the proportion of 1:2 (1 cement : 2 fine

sand) including testing of joints etc.

26.0 NEW TECHNOLOGIES AND MATERIALS

26.28S REPAIR AND REHABILITATION ITEMS

26.40 Providing and fixing hard drawn steel wire Sqm 700 902.55 631785

fabric of size 75 x25 mm mesh or other

suitable size wire mesh to be fixed & firmly

anchored to the concrete surface by

88 means of "L" shaped mild steel shear key

welded with existing reinforcement

including the cost of materials, labour, tool

& plants as approved by Engineer-in-

Schedule B-Provision of 01 Island platform at Etawah station by yard modification in existing goods

shed area (HWH end).

Provision of 01 Island platform at Etawah station by yard modification in existing goods shed area

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

1 012030 Mechanical manufacturing of blanketing cum 341.00 2049.17 698766.97

material by using only hard and durable

stone crushed in mechanical crusher to

different gradations, wet mixing of the

same in designed proportion in Pug mill or

wet mix plant to have uniform gradation

including all incidental transportation,

laying over finished formation in uniform

layer(s) with motor grader, compaction

with suitable vibratory roller to specified

density and finishing to correct profile,

complete as per RDSO Specification No.

RDSO/2020/GE: IRS-0004 with latest

correction slips. Note: This item shall be

used only when entire constituent of

blanketing material is mechanically

manufactured by crushing of hard and

durable stone into desired gradation of

designed proportion.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing portable fencing along running

track where work is to be done in close

vicinity of track, maintaining during

execution of work and removing after

completion of the work as per direction of

the Engineer. Fencing shall consist of self

supporting steel angles of size 50mm x

50mm x 6mm, 1.5m long provided with

hooks etc. and embedded in CC 1:2:4

block of size 0.23m x 0.23m x 0.23m

placed at c/c distance of 2m along track.

12mm dia rods in three horizontal layers

shall be tack welded with angle posts. Note

: Released material will be property of the

contractor after completion of work. Cost

of cement required for CC blocks shall be

paid separately.

2 013041 With provision of one 50mm wide retro- Metre 6000.00 237.69 1426140.00

reflective tape in horizontal direction, duly

secured/tight with vertical posts.

Provision of barricading with contractor's

bamboos / ballies vertical post of 100mm

dia. planted at every 2m interval,

projecting at least 1.5m above ground

level and driven firmly (minimum 0.5m)

inside ground and including painting

verticals & horizontals with red luminous

paints / strips at alternative bay on

barricade. Barricades shall be maintained

through out the execution of the work and

shall be removed in workman like manner

on completion of the work only after

instruction of Engineer in-Charge. Note: (1)

60% payment shall be made on provision

of barricading at work-site and balance

40% payment after removal of barricades.

(2) The released bamboos / ballies shall be

the property of the Contractor.

3 013051 With 3 horizontal bamboo / balli members RM 1000.00 139.02 139020.00

of minimum 50mm dia. spaced equally

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 :

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

III) : 3 graded stone aggregate 20 mm

4 graded stone aggregate 20 mm nominal

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 charge.

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 item.

8 025020 Providing and applying two coats of coal Sqm 100.00 185.09 18509.00

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

9 025031 All types of bridge sub-structures, e.g. Sqm 150.00 661.48 99222.00

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

10 025032 All types of bridge super-structures, e.g. Sqm 75.00 860.71 64553.25

slabs, I-girders, T-girders, Box girders etc.

up to 5m above ground level.

11 025060 Supplying, spreading and compacting well cum 15.00 2344.03 35160.45

graded hard stone of 63mm average size

(maximum up to 80mm size) in the bottom

of foundation of box culverts, bridges etc.

including all lead, lift, ascent, descent etc.

complete job as per directions of Engineer

Supply and using Cement at Worksite

approved brands/makes

13 025073 Pozzolana Portland Cement approved MT 15.00 7107.79 106616.85

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Supply of steel reinforcement of approved

brands/makes for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete.

14 025082 Thermo-Mechanically Treated bars of Kg 65000.00 80.14 5209100.00

grade Fe-500D or more of approved

abutments and piers, made by 20mm

thick 1:4 cement plaster for a width of not

less than 300mm, duly engraving

markings & figures in metres, divided into

10 parts commencing from under-side of

girders towards bed, painting markings &

figures with black enamel paint in three

coats on white background including

painting HFL Mark in white by side of

gauge with year of occurrence with all

Contractor's materials, labour, tools,

scaffolding and supports, lead & lifts,

curing etc. complete as per approved

drawing and as directed by the Engineer

in- charge excluding cost of cement which

shall be paid extra.

Supplying, fabrication, assembling of all

types of steel girders of specified spans

with structural steel conforming to Quality

"B0" Grade Designation E250 conforming

t o IS:2062, erection / slewing / end

launching of steel girders with cranes or

any other approved launching methods as

per site conditions (not requiring traffic

block) on sub-structure including provision

of trolley refuges etc., complete as per

approved QAP and drawings conforming to

IRS-B1-2001 and other relevant codes and

specifications. Note: 1. Detailed fabrication

and erection drawings & launching

methodology will be prepared by the

contractor and got approved from Railway.

2. The rate is all inclusive including

launching in position, complete in all

respect except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG bolts

which shall be paid extra under relevant

item. 3. The payment shall be made on the

theoretical weight of main components

and gusset plates only. 4. Payment

Schedule: (i) Receipt of material at site:

40% (ii) Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv) Completion

in all respects: 20%

Girder/Composite Girder (Steel Work)

Metallizing of steel work of girders with

sprayed aluminium after surface

preparation by Sand/grit blasting, followed

by one coat of etch primer (IS:5666) & one

coat of Zinc Chrome primer (IS:104) and

two coats of aluminium paint (IS:2339)

with all labour, T&P and material as a

complete job duly conforming to all

relevant specifications and process given

under Clause 39 of IRS-B1-2001. Note:

Nominal Thickness of sprayed Aluminium

coating shall be 150 microns. DFT of Zinc

chrome primer shall be 25-30 microns and

DFT of each coat of Aluminium paint shall

be 12-14 microns.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing road crane of specified lifting

capacity with specified jib length revolving

type for material handling, assembly &

erection of girders/slab/RCC Box etc.

Removing of existing bed plate from

existing bed block, supply, fabrication and

erection of new bed plate of approved

sizes in exact position over bed block of

pier/abutments by giving full and even

bearing, setting them on the layer of free

flow non-shrinkable grouting compound,

scrapping or chipping of bed block, if

required, fabrication and fixing of holding

down HTS bolts of suitable sizes along with

nuts, washers etc., drilling holes of

required size, grouting of holes by epoxy

mortar after fixing holding down bolts.

Total work to be done during traffic block.

Cost of holding down HTS bolts shall be

paid extra under relevant item for supply

of HTS holding down bolts.

nuts, washer etc.

Re-spacing of existing PSC sleepers for

Increasing Sleeper Density (ISD) work in

track after marking of sleeper spacing as

per required sleeper density, including

fixing all fastenings and initial packing and

all associated work required to complete

the work, as directed. Note: Insertion of

new sleeper will be paid extra under

20 062021 For location of work not involving deep TRM 500.00 153.77 76885.00

Fixing of fish plates with fish bolts on a

joint of all rail sections duly lubricating fish

plates/bolts with contractor's grease

graphite in running track condition

including transportation of fish plates and

fish bolts from nearest station / store /

level crossing. Note: Rail cutting & drilling

to be paid separately.

22 063070 Lubrication of Elastic Rail Clips on PSC ERC 10000.00 2.77 27700.00

sleepers with contractor's grease,

conforming to Railway's specifications,

labour etc. complete as per procedure

prescribed in latest edition of IRPWM.

23 063100 Removing seized ERC from SGCI inserts of ERC 3000.00 45.55 136650.00

existing track by using suitable approved

chemicals and re-fixing after greasing of

insert eye and ERC with Contractor's

grease of specified quality as per

provisions of IRPWM, as directed by

Engineer in-charge. Note: 1.List of Seized

ERC along with location shall be prepared

after inspection of SSE/P.Way and marked

prior to execution of this item. 2. Due care

shall be taken to avoid any damage to the

sleeper 3.A penalty of 50% of the basic

cost of new sleeper in nearest sleeper

factory shall be levied on each, if SGCI

insert is broken or sleeper gets cracked in

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

24 063110 Lubrication of gauge face of rail on curves, RM 400.00 3.31 1324.00

cross overs, points & crossings, turn-in

curves and at locations as required with

contractor's grease graphite grade "O" IS

408 and as directed.

Cutting / cropping of rail of 60Kg - 90 UTS,

manually and perfectly vertical with

contractor's labour, hacksaw blade and

tools & plants - Note: 1.Manual cutting

should be used only in emergencies with

prior permission of sectional ADEN where

machine cutting can not be arranged in

time. 2. Cutting of Rails with blade and

forcing to part by using other means to

break the rails is prohibited. 3.Rails should

be cut right through hacksaw blades only.

Drilling of hole of different diameter and

chamfering, in rail of any section and any

UTS manually only in emergencies with

contractor's labours, tools & plants,

consumables etc.

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

Assembling and Laying of Improved Switch

Expansion Joint (SEJ) on PSC sleepers of

any rail section as per RDSO drawing

including leading of SEJ rails, sleepers,

fittings for a free lead of 250 metres,

cutting of rails, drilling of holes as required

and lubrication of SEJ, gauging, aligning

rails, providing temporary connection with

adequate welding gap with adjoining rails,

providing reference posts at SEJ, first

through packing of SEJ portion to make

track geometry fit for 30 kmph speed and

making ballast profile as per IRPWM. Note:

(1) Rail cutting and hole drilling shall be

paid separately.(2) One set comprise

complete SEJ on both rails at SEJ.

(Switch Expansion Joint) assembly during

line block and its replacement with plain

track as of adjoining section with all

fittings including rail cutting and drilling of

holes and renewal of special sleepers with

PSC Sleepers as directed and aligning rails,

providing fishplates and bolts/ temporary

connection with adequate welding gap

with adjoining rail and ensuring proper

track geometry for 30 kmph speed. The

release material shall be stacked as

directed by Engineer in charge.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Under Traffic Block: Dismantling of

existing BG turnouts, diamond crossings

and derailing switches with all types of

rails and sleeper layout, removing rails,

switches, crossings, sleepers & fastenings,

leveling of ballast to correct profile &

stacking all the released materials,

sleepers, fastenings, rails, switches &

crossings including segregating & stacking

at specified locations in a neat and

countable manner, within the lead of 250m

& all lift, clear of infringements, crossing of

track, if any complete, as directed. Note: 1.

This item shall be operated only when

existing turnout is replaced either with

new turnout in case of TTR or with plain

track when existing turnout is no more

required at that location. 2. Rail cutting

will be paid extra under relevant item. 3.

Laying of new turnout or plain track on

prepared ballast bed, as required, shall be

paid separately under relevant item.

Under conditions not requiring Traffic

Block: Dismantling of existing BG turnouts,

diamond crossings and derailing switches

with all types of rails and sleeper layout,

removing rails, switches, crossings,

sleepers & fastenings, leveling of ballast to

correct profile & stacking all the released

materials, sleepers, fastenings, rails,

switches & crossings including segregating

& stacking at specified locations in a neat

and countable manner, within the lead of

250m & all lift, clear of infringements,

crossing of track, if any complete, as

directed - N o t e : 1. This item shall be

operated only when existing turnout is

replaced either with new turnout in case of

T T R or with plain track when existing

turnout is no more required at that

location. 2. Rail cutting will be paid extra

under relevant item. 3. Laying of new

turnout or plain track on prepared ballast

bed, as required, shall be paid separately

under relevant item.

32 071026 Derailing Switch (Under conditions not Set 10.00 5201.90 52019.00

requiring Traffic Block).

33 071030 Dismantling the existing BG Buffer-stop Set 3.00 4196.11 12588.33

laid with rails & wooden/ST sleepers

including leading the dismantled Buffer

stop materials to nominated places within

station yard limits and stacking as

material-wise and classification-wise duly

releasing all fittings carefully without

causing any damage with all contractor's

labour, tools, with all lead and lifts,

crossing of tracks if any, etc., complete as

directed by the Engineer-in-charge.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Assembling all types of Switches on

staging, clear of infringements, to correct

gauge and alignment as per standard

drawings with all types of rail sections

over PSC sleepers at specified locations,

duly leading rails, special sleepers,

switches with a maximum lead of 500m,

all lift & crossing of track as required

including cutting, drilling, fixing of all

components, fittings etc. with housing of

tongue rails as per requirement of

signaling including lubrication of

fittings/fastenings, complete in all respect.

Note: Required P.Way fittings shall be

supplied at SSE/P.Way stores.

Assembling on temporary staging and

insertion of all types of turnouts including

diamond crossings and derailing switches

on prepared ballast bed during traffic

block, manually or by contractor's cranes,

at specified location with 52Kg / 60Kg rail

section on PSC sleepers with Railways

rails/sleepers available anywhere within

5 0 0 m as per standard drawing, duly

leading sleepers, rails, switches, crossings,

fastenings etc. including rail cutting,

drilling, fixing of all components, fittings

etc. with housing of tongue rails as per

requirement of signaling including crossing

of track, filling and spreading of ballast in

crib and shoulder as required, linking of

turnout with existing track, attending track

parameters including lifting, providing one

round of packing to make track fit for 20

kmph speed including lubrication of

fittings/fastenings, complete in all respect

a n d as directed by Engineer in-charge.

Note: Required P.Way fittings shall be

supplied at the SSE/P.Way stores.

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.

37 082011 For average lead up to 50m and lift up to cum 3500.00 95.52 334320.00

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.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

39 083010 Lifting and packing for regrading the TRM 200.00 165.69 33138.00

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.

40 083030 Boxing and profiling of ballast as per TRM 1500.00 24.39 36585.00

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

41 083040 Removing, screening and salvaging ballast cum 500.00 287.07 143535.00

from track, duly digging / scarifying ballast

by beaters / wire brushes or any

mechanical means, leveling and dressing

formation with specified cross slope after

salvaging ballast, separating muck by

screening the salvaged ballast with

contractor's 20mm size sieve, stacking of

screened ballast for measurement,

disposing off muck at specified locations

with all lead & lifts as directed by Engineer

in-charge. Note: Payment shall be made

for quantity of ballast stacked after

screening of retrieved ballast from track.

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.

42 085019 When distance of nearest quarry is more cum 7000.00 2242.03 15694210.00

than 200 km and up to 250 km

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

25mm gap Cess Welding and finishing of

weld to meet the prescribed tolerances

and pass all stipulated tests with

Contractor's labour, materials,

consumables, tools, equipments etc. to

complete the work in all respect as per IR's

"Manual for Fusion Welding of Rails by

Alumino - Thermic Process" with latest

correction slips, including all required

handling and rehandling of rails, marking

of welded joint, painting weld collar with

anticorrosive paint, as directed by

Engineer in charge. Note: 1. Welding shall

be carried out only by trained welder

having valid competency certificate using

RDSO approved Alumino Thermit Welding

Portions, 3 piece prefabricated mould

(Zircon washed) manually pressed, Single

shot crucible fitted with auto tapping

thimble and Compressed Air Petrol/LPG

p r e h e a t i n g technique as per RDSO

Specification No IRST/19-2020 with latest

amendment. 2. Hydraulic Weld trimmer

shall be used for chipping and profile

Grinder for finishing.

44 121010 Dismantling of existing LWR/SWR track of TRM 2000.00 165.16 330320.00

any structure, removing rails, sleepers,

fish plates, cutting of rails, segregation

and stacking of released Rails, Sleepers

and fitting at nominated location in

countable manner within a free lead of

500m, levelling of ballast to correct profile

for laying new track over it, all as per

direction of Engineer-in-Charge.

Providing Centre Line / Rail Level,

reference Pegs on formation at an interval

of 30 metres on one side or at centre of

proposed / existing track, as directed by

engineer in-charge for linking of new track

/ CTR / Deep Screening / Lifting / Lowering

works, duly embedding in formation

including marking with contractor's paint.

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

shall be supplied by the Railways from

nearest Stores Depot. In case of hard wood

peg, the hard wood will be supplied by the

contractor. (2) Excavation and concrete

work, if required, will be paid separately.

mm dia and 60 cm long

46 123020 Installation of reference points for track Each 100.00 497.76 49776.00

centre line in main and loop lines, in

straight or curve portion, SRJ for turnouts,

heel of crossing (HOC), locations of

derailing switches, switch expansion joints

etc. away from formation on firm ground

at known offset with MS Angles of

50mmx50mmx5mm thick of length 1.80 m

each, founded in concrete block of size

30cm x 30cm x 45cm of nominal mix

1:3:6, including painting to reference pegs

with two coats of enamel paints on

exposed surface, as directed by Engineer

In charge. Note: Earth work and Cement

concrete will be paid under relevant items.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

47 123030 Spreading of ballast, from existing stacks cum 250.00 45.58 11395.00

available along formation on top or at

c e s s , in required uniform thickness,

compaction of ballast layer laid on new

formation at all the locations with smooth

wheeled power roller of 8-10 tonne

capacity to sufficient number of passes to

form consolidated ballast bed of

approximately 250mm thickness to a width

of 4m symmetrical to centre line of

proposed track in correct line & level with

all ascents & descents, as directed by

Engineer in-charge. Note: Item is inclusive

of (a) providing ramp for taking roller to

formation and removing the same &

making good formation after completion of

work; (b) redistribution & leveling of

excess ballast while rolling to obtain

uniform plane cambered surface.

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

48 123041 For sleeper density of 1660 sleepers per TRM 1200.00 258.59 310308.00

49 123080 Carrying out cut & connection to the Each 3.00 59144.77 177434.31

existing PSC sleeper track under line block

of any rail section and sleeper density to

connect the same to newly linked track

which is laid by the side, duly carrying out

cutting of rails, insertion of additional PSC

sleepers, if required, providing fish plated

joints including drilling of holes, slewing

required length of both tracks to

prescribed alignment, adjusting sleeper

spacing, providing continuity to track,

spreading of ballast to provide cushion,

shoulder ballast to the track stretch, giving

one round of initial packing to make track

fit for 20 kmph speed and boxing of ballast

to profile as directed by Engineer in

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Shifting / Slewing the existing or newly

assembled track of any rail section with

any type of sleepers and any density

under line block to correct locations &

alignment and attending to one round

kutcha packing to run safely at 20KMPH

speed with all contractors tools and

consumables complete and as directed by

Engineer in-charge.

50 123091 Maximum Shifting / Slewing up to 1 metre TRM 100.00 192.21 19221.00

51 123092 Maximum Shifting / Slewing for more than TRM 150.00 230.70 34605.00

1 metre & up to 2 metres

Providing Caution Watchman at a location

where caution order is imposed and

ensuring to be on continuous vigil and

exhibit necessary hand signals to the

trains for their passage over caution spot.

Note: 1) Prescribed protection equipment

shall be supplied by Railways and the

same shall be returned after work is over.

2) If Contractor fails to post watchman at

any time during one day, penalty at

double the accepted rates will be levied

a n d 3) The watchman nominated by the

contractor will be screened for suitability

as per Railway norms.

Preparation of completion drawings of yard

in AutoCAD, showing all the details, such

as circulating area, approach road,

platform shelter, platform, FOB etc.,

showing relevant particulars to appropriate

scale as per IR's Engineering Code on

approved quality, transparent media as

per details supplied by Railways, including

submission of check print for proof

checking, duly incorporating the suggested

corrections and modifications and

supplying the final plot on approved

quality & transparent media with six

copies of ammonia prints complete and

soft copy, as directed by Engineer in-

charge Note: (i) Drawings shall be

prepared by using latest drawing making

softwares AutoCAD, Work station etc. and

printing shall be done on high end latest

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

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

For Ammonia print & soft copy - 20%.

53 124041 Completion drawing of yard at junction Each 2.00 8387.20 16774.40

Through packing of track, as per procedure

prescribed in latest edition of Indian

Railways Permanent Way Manual

54 131011 For PSC sleeper Track with Sleeper Density TRM 1200.00 96.79 116148.00

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 1660

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Third or subsequent Through Packing of

track for all sleeper density including

picking of slacks, as required after second

through packing, subsequent to Deep

Screening work as per procedure

prescribed in latest edition of IRPWM. This

item can also be used after

lifting/regrading/realignment works also.

Note: General lift is normally 25 mm and

isolated lift may be up to 50 mm.

Density of 1660

Through packing of points and crossings,

derailing switches including gauging,

fittings recoupment, ballasting as

required, elimination of sag and to the

required alignment after Deep Screening

as per procedure prescribed in latest

edition of IRPWM complete as per direction

of Engineer-in-charge. Note: This work

shall be operated in exceptional cases with

written approval at DEN level when

UNIMAT is not available and immediate

packing is required to pass train over it.

De-stressing of LWR/CWR track of any

density under traffic line block with

contractor's labours, tools, equipments

and consumables inclusive of all lead &

lift. Activities include cutting of LWR/CWR

into convenient panels of specified length,

removal of ERCs, liners, greasing of ERCs

and liner contact area, lifting rails and

keeping them on rollers provided at every

15 sleepers, working out elongation of rail

ends depending on prevailing site

conditions, pulling rails with the help of

Hydraulic Tensor to achieve the desired

elongation, cutting rails, as required,

removing rollers and placing rail in

position, re-fixing ERCs & liners and

adjustment of gap at SEJs : Note: (1)

Welding of rail joints will be paid

separately. (2) Rail cutting and Hole

drilling shall be paid separately. (3)

Opening and closing of LC if required will

be paid separately. (4) As per procedure

prescribed in latest edition of IRPWM &

CE's Circulars for destressing of LWR/CWR,

59 135012 With Contractor's Hydraulic Rail tensor TRM 5000.00 36.04 180200.00

Fixing Joggled Fish Plates with bolt / clamp

(supplied by Railway from nearest SSE

Store) in running track conditions at welds

on rail, as directed by engineer in-charge

(drilling of holes in rail, if required, shall be

paid separately).

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL 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: (1) Day

In case, contractor provides less no. of

Labour/Mate or for non availability of

vehicle, payment will be deducted for each

such person or non-availability of vehicle

@ 20% of the accepted item rate,

separately for each shortfall. (2) The

Contractor shall keep one pick up Truck of

minimum 1.5T payload capacity with

Driver all the time and all expenditures for

running at an average of 80 kms per day

shall be born by the Contractor.

63 136060 Replacing existing glued joint rail with cut Each 100.00 1685.87 168587.00

rails or with glued joint rail or insertion of

glued joint by cutting existing track under

traffic condition by cutting rails, refixing

with all rail sleeper fastenings and

providing required gaps for carrying out

welding as an alternative to drilling holes

or joining rails with fish plates duly drilling

holes as required including stacking of

released material and as directed by

engineer in-charge. Note: (1) Drilling holes

& rail cutting will be paid separately. (2)

Transportation of materials to the site of

work from supply points, if more than

250m, shall be paid separately.

Fixing of Wooden Distance Block of size

1.0m x 0.3m x 0.15m between track and

Anti-corrosive painting of rail outside track

on rail bottom, web, foot and fishing plane

with two coats of thickness of 100 microns

each by bituminous black paint confirms

to IS-9862 of reputed make including

surface preparation, as a complete job as

per procedure prescribed in latest edition

Anti-corrosive painting of rail on running

track of any sleeper density on web, foot

etc. including liner contact area (excluding

bottom of foot) and fishing plane as per

requirement with two coats of thickness of

100 microns each by bituminous black

paint confirms to IS-9862 of reputed make

including painting of liners, ERCs and

including surface preparation, as a

complete job as per procedure prescribed

in latest edition of IRPWM Note: 60% of

payment shall be made if painting on only

gauge face side is done.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Marking, inscribing, painting, writing,

bordering etc. on new / old iron surface at

various locations of Points & Crossings

with details of turn-in / turn-out reference

station mark on rail web for one set, duly

preparing surface with contractor's wire

brush and applying two coats of yellow

synthetic enamel paint of approved quality

as background and stenciling the details to

suitable size, as described for every curve

reference station mark / switch / crossing

details with black enamel paint of

approved quality complete, as directed :

Note: Stenciling of letters is only

permitted. No hand written letters are

Painting 2 coats to various P.Way

Reference Post, Structures etc. with

enamel paint of approved make with 2

coats of different colours & letters, as

directed by Engineer in-charge.

Carrying out pre-tamping, during tamping

and post-tamping work for tamping track

with all types of rails, sleepers & sleeper

density by various Track Tamping

machines, like CSM,DUO/3X Machines

which include : (1) Re-adjustment of

ballast, heaping-up of ballast, filling-up of

cavities in tamping zone by picking ballast

from stacks / shoulders / crib of adjoining

track up to lead of 50 m to ensure effective

packing; (2) Clearing of ballast on sleepers

to make them visible to operator, (3)

Clearing of ballast over rail foot to

facilitate holding of rail by rollers of TTRM;

(4) Digging, screening and replenishment

of ballast at mud pumping / rounded

ballast in sleeper crib location; (5)

Tightening of loose fittings immediately

before & after tamping; (6) Replacement

of broken / missing fittings supplied by

Railway; (7) Correcting displaced sleepers

to position along with squaring; (8) Re-

setting of worked-out / fallen fittings. (9)

Removing and re-fixing joggled fish plates

& wooden blocks, wherever necessary;

(10) Manual consolidation of ballast in crib

/ shoulders; (11) Removing and refixing of

traction bonds during the block in

electrified sections (12) Dressing of ballast

Note: 1. Tamping blocks are not identical

& it may be given at any time either

during day or night. 2. Stages of payment

a) 30% of the rate will be paid on

completion of pre tamping attention, b)

Balance 70% of the rate will be paid on

completion of post tamping. 3. Recovery

at the rate of twice the above applicable

rate will be effected in case contractor

fails to carry out pre/during/post operation.

4.Payment shall be made only once in

irrespective of numbers of TTRM packing

round and after restoration of normal

speed and restoration of complete ballast

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL 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 of

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 rails of any section and length

up to 13 metres in Wagons / Truck / trailer

including lead up to 50 metres and lift up

75 171014 I n Wagon where mechanical handling is MT 100.00 116.79 11679.00

possible and traffic block is not required or

in Truck/trailer.

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.

76 171021 In wagons during period of traffic block MT 50.00 321.85 16092.50

where handling by mechanical means is

77 171024 I n Wagon where mechanical handling is MT 100.00 115.27 11527.00

possible and traffic block is not required or

in Truck/trailer.

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 all type of rails of length 130

metre and beyond from end unloading

rake and keep the panels in head-up

position at specified distance from centre

of track clear from any infringement..

Note: Contractor has to keep Oxygen and

Acetylene gas with cutter as standby

during the period of work.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL 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.

81 172014 I n Wagon where mechanical handling is MT 600.00 90.70 54420.00

possible and traffic block is not required or

in Truck / trailer

Loading of 52kg / 60kg PSC line and

special sleepers beyond 2.75 metre length

including existing fittings and fastenings in

Depot / Station / Mid-section between

stations in a neat manner to departmental

material train (DMT) or contractor's /

Railway's Truck/trailer with crane or any

other means including crossing of one

track with free lead up to 250 metre and

lift up to 5 metre, if required with

contractor's labour, tools & plants,

machinery, consumables etc. Note: In case

of any damage to sleeper during loading,

penalty @ 50% of the all inclusive cost of

sleeper shall be levied.

82 172024 In Wagon/Truck / trailer where mechanical MT 500.00 114.83 57415.00

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

1 Km for every subsequent Km or part

thereof and up to 10 Km

contractor's Rail Dolly/Dip Lorry.

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

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL 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.

Spreading of New / SH , normal or wider

base PSC sleepers from stack along track

on either side for different leads with all

lifts by any means.

lead of every 500m or part thereof beyond

Unloading of Switches / Crossings / SEJ

Rails / Glued Joints of any rail section and

length with or without P.Way fittings &

fastenings in neat manner for Railway

usage from departmental material train

(DMT) or contractor's / Railway's

Truck/Trailer with lead up to 250 metre &

lift up to 5 metres.

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.

102 173033 P.Way fittings of all types and other similar MT 30.00 358.83 10764.90

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Manufacturing, fabricating and supplying

retro-reflective Engineering Indicator

boards, made of 2mm thick aluminium

sheet or 3mm thick aluminium composite

sheet, face to be fully covered with high

intensity encapsulated type heat activated

retro-reflective sheeting conforming to

type-IV of ASTM-D4956-01 in yellow &

black or other colour combination

including subject matter, message,

symbols, borders etc. as approved by

Engineer In-charge or as per IRPWM

guidelines, pasted on substrate by an

adhesive backing which shall be activated

by applying heat and pressure conforming

to class-2 of ASTM-D-4956-01 and fixing

the same with suitable sized aluminium

alloy rivets @ 20 cm c/c to back-support

frame of M.S. angle iron of size 25mm

x25mm x 3mmprovided all along the

edges of board with theft resistant

measures back side of board shall be with

non-peelable weatherproof paint,

consisting of one coat of zinc chromate

primer and two coats of epoxy paint.

Vertical post shall have black & white anti-

corrosive paint or powder coating

complete, as directed.

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

104 202022 Speed Indicator Board of equilateral Each 12.00 5128.99 61547.88

triangular shape having each side of

1000mm with back support frame fixed to

vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

1400mmx400mm with back support frame

fixed to vertical post of MS angle of size

50mmx50mmx6mm of 3650 mm long

106 202024 Termination Indicator Board of Circular Each 12.00 7723.13 92677.56

shape having diameter of 1000mm with

back support frame welded to vertical post

of MS angle of size 50mmx50mmx6mm of

Erection or removal of temporary

Engineering Indicator Board or any other

board at specified locations without

causing infringement to track etc.

complete and as directed.

109 211060 Supply and fixing in position pre-cast Each 10.00 476.92 4769.20

cement concrete Fouling Mark as per

approved drawing at station yard, duly

painting the top surface and slopes with

white enamel paint in two coats and

inscribed letters with black of Fouling

Mark, complete in all respects with all

labour, materials including cement, tools

and plants etc.

110 211070 Providing and erecting water proof Gypsy Day 30.00 489.55 14686.50

Tent of size 3m x 3m for a specific period

of time and removal of the same after

completion of work or as directed by

Engineer in-charge.

PRAYAGRAJ DIVISION-GATI SHAKTI/NORTH CENTRAL RLY

Providing furniture temporarily at site work

in good condition at different locations as

per direction of Engineer In-charge and

removing the same after completion of

112 211082 Office Chairs with cushioned seat, back Each 50.00 34.61 1730.50

and arms per day

113 211120 Fixing vertically the unserviceable PSC Each 300.00 139.70 41910.00

sleepers at locations of tress-passing,

railway boundary or to make temporary

store by excavating trench, fixing PSC

sleeper in trench and filling back open

Hiring of machinery for minor

miscellaneous works for short duration

including operator/driver, fuel, lubricants

and consumable. The contractor shall

arrange all statutory permits as required

by rules and regulations prevailing in the

area of work. Payment shall be made for

actual working hours at site.

114 211201 JCB Backhoe Loaders 3DX Plus or similar Hour 720.00 794.59 572104.80

with minimum 1.10 cum bucket capacity

115 211202 Hydra or similar tyre mounted Pick-n-Carry Hour 720.00 942.83 678837.60

crane of 12T capacity for misc. works of

handling of material

116 211203 Tractor with Trolley for local transportation Hour 1500.00 200.69 301035.00

or other misc. works.

117 211210 Arranging labour as and when required by Day 400.00 651.58 260632.00

the Engineer in charge, for various works

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

equipments, hand signal flags, etc. as per

specifications, special conditions and

detailed scope of work as furnished in the

tender and as directed by the Engineer in

charge. Note: Item shall be operated with

prior approval of concerned Sr. DEN / DEN

118 211220 Supplying and filling 50 kg size empty Each 1000.00 15.23 15230.00

cement polythene bags with Rly.

Ballast/moorum/earth/Sand/quarry dust

etc. placing the filled bags on the high

banks /bridge approaches/nominated

place etc. dumping and spreading at the

nominated locations to profile under block

period with all contractor's labour, tools,

plants, loading, unloading, filling,

spreading including all lead/lift etc.

complete and as directed by the Engineer

in charge at site including crossing of

track where necessary.

119 211250 Manufacturing and fixing buffer stop with Each 3.00 15176.36 45529.08

Railway supplied rails, cutting, including

bending of rails as per plan ,with all

contractor's labour, materials, tools, plants

etc. and all lead and lift including crossing

of track where necessary and as directed

by Engineer in charge at site. Note:

Excavation, fixing rails in cement concrete,

drilling of holes will be paid separately.