TSR(P) - 44.303 Tkm in Muri - Hatia (DN) section, TSR(P) - 5.025 Tkm in Hatia - Orga (SL) section, CTR(P) - 4.552 Tkm in Muri - Hatia (DN) section and TRR(P) 1.677 Tr.Km in MURI-BARKAKANA section in Ranchi Division.

Item- 1 Please see Item Breakup for details.

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

1.0 CARRIAGE OF MATERIALS

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

By Manual Labour including loading,

1.2 unloading and stacking for lead less than

1.2.1 Lime, moorum, building rubbish

1.2.1.2 Every additional lead of 50m or part cum- 70 40.77 2853.9

1 thereof beyond1st 50 m upto 9 such lead

additional lead

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-

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, lift upto 1.5 m,

including getting out the excavated soil

and disposal of surplus excavated soil as

directed, within a lead of 50 m.

2.25 Filling available excavated earth cum 45 253.95 11427.75

(excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding

20cm in depth, consolidating each

deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m.

2.25A Excavating, supplying and filling of local cum 170 368.65 62670.5

earth (including royalty) by mechanical

transport upto a lead of 5km also

5 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 22 2161.2 47546.4

6 under floors, including watering, ramming,

consolidating and dressing complete.

Diluting and injecting chemical emulsion

for POST-CONSTRUCTIONAL anti-termite

treatment (excluding the cost of chemical

Treatment of soil under existing floors

using chemical emulsion @ one litre per

hole, 300 mm apart including drilling 12

mm diameter holes and plugging with

cement mortar 1 :2 (1 cement : 2 Coarse

sand) to match the existing floor:

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 :

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size

derived from natural sources)

RANCHI DIVISION-ENGG/SOUTH EASTERN 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 20 mm nominal size

derived from natural sources)

derived from natural sources: 6 graded

stone aggregate 40 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

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

Centering and shuttering including

4.3 strutting, propping etc. and removal of

form work for :

13 4.3.1 Foundations, footings, bases for columns Sqm 139 307.95 42805.05

4.3.2 Retaining walls, return walls, walls (any Sqm 238 669.55 159352.9

thickness) including attached pilasters,

buttresses, plinth and string courses

fillets, kerbs and steps etc.

4.10S DAMP-PROOF COURSE

4.11 Providing and laying damp-proof course Sqm 22 452.25 9949.5

50mm thick with cement concrete 1:2:4 (1

cement : 2 coarse sand(zone-III) derived

from natural sources : 4 graded stone

aggregate 20mm nominal size derived

from natural sources).

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified

grade of reinforced cement concrete,

5.1 excluding the cost of centering,

shuttering, finishing and reinforcement -

All work up to plinth level :

derived from natural sources : 4 graded

stone aggregate 20 mm nominal size

derived from natural sources)

5.3 Reinforced cement concrete work in cum 3 10719.3 32157.9

beams, suspended floors, roofs having

slope up to 15 degree landings, balconies,

shelves, chajjas, lintels, bands, plain

window sills, staircases and spiral stair

cases above plinth level up to floor five

17 level, excluding the cost of centering,

shuttering, finishing and 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

5.9S FORM WORK

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Centering and shuttering including

5.9 strutting, propping etc. and removal of

5.9.1 Foundations, footings, bases of columns, Sqm 22 307.95 6774.9

etc. for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 1050 669.55 703027.5

19 pilasters, butteresses, plinth and string

5.9.3 Suspended floors, roofs, landings, Sqm 70 766.55 53658.5

balconies and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 196 608.35 119236.6

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 92 804.25 73991

5.9.19 Weather shade, Chajjas, corbels etc., Sqm 20 814.95 16299

including edges

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth cum 10 9673.5 96735

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 15440 89.65 1384196

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 2100 89.65 188265

grade Fe-500D or more.

5.33S DESIGN MIX CONCRETE

RANCHI DIVISION-ENGG/SOUTH EASTERN 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 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. 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

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 38 688.45 26161.1

29 design mix over and above the specified

cement content therein.

6.0 MASONRY WORK

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 :

8.0 CLADDING WORK

Providing and fixing 18 mm thick gang

saw cut, mirror polished, premoulded and

prepolished, machine cut for kitchen

platforms, vanity counters, window sills,

facias and similar locations of required

size, approved shade, colour and texture

8.2 laid over 20 mm thick base cement mortar

1:4 (1 cement : 4 coarse sand), joints

treated with white cement, mixed with

matching pigment, epoxy touch ups,

including rubbing, curing, moulding and

polishing of edges to give high gloss finish

etc. complete at all levels.

Granite stone slab of colour black,

Cherry/Ruby red

8.20S STONE WORK DRY CLADDING

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

8.31 Providing and fixing Ist quality ceramic Sqm 23 1063.45 24459.35

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

34 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. :

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I)

non-decorative type, core of block board

construction with frame of 1st class hard

wood and well matched commercial 3 ply

veneering with vertical grains or cross

bands and face veneers on both faces of

35 Stainless Steel butt hinges with necessary

9.40S MISCELLANEOUS-WOOD WORK

Providing and fixing nickel plated M.S.

9.47 pipe curtain rods with nickel plated

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 360 197.7 71172

rawl plugs screws etc.

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 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)

9.105S GYPSUM BOARD PARTITIONS

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Providing and fixing factory made uPVC

door frame made of uPVC extruded

sections having an overall dimension as

below (tolerance +/-1 mm), with wall

thickness 2.0 mm (+/- 0.2 mm), corners of

the door frame to be Jointed with

galvanized brackets and stainless steel

9.117 screws, joints mitred and Plastic welded.

The hinge side vertical of the frames

reinforced by galvanized M.S. tube of size

19 X 19 mm and 1mm (+/- 0.1 mm) wall

thickness and 3 nos. stainless steel hinges

fixed to the frame complete as per

manufacturer's specification and direction

of Engineer- in-charge

41 9.117.1 Extruded section profile size 48x40 mm Metre 5 232.55 1162.75

Providing and fixing to existing door

shutters made of styles and rails of a

uPVC hollow section of size 59x24 mm

and wall thickness 2 mm (+/- 0.2 mm)

with inbuilt edging on both sides. The

styles and rails mitred and joint at the

corners by means of M.S. galvanised/

plastic brackets of size 75x220 mm

having wall thickness 1.0 mm and

stainless steel screws. The styles of the

shutter reinforced by inserting galvanised

M.S. tube of size 20x20 mm and 1 mm

(+/- 0.1 mm) wall thickness. The lock rail

made up of 'H' section, a uPVC hollow

42 section of size 100x24 mm and 2 mm (+/-

0.2 mm) wall thickness, fixed to the

shutter styles by means of

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

shutter frame filled with a uPVC multi-

chambered single panel of size not less

than 620 mm, having over all thickness of

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

thickness. The panels filled vertically and

tie bar at two places by inserting

horizontally 6 mm galvanised M.S. rod and

fastened with nuts and washers, complete

as per manufacturer's specification and

direction of Engineer-in-charge. (For W.C.

and bathroom door shutter).

Providing and fixing wire gauge shutters

using stainless steel grade 304 wire gauge

with wire of dia 0.5 mm and average

9.134 width of aperture 1.4 mm in both

directions for doors, windows and

clerestory windows with necessary screws

Providing and fixing fly proof stainless

steel grade 304 wire gauge, to windows

and clerestory windows using wire gauge

with average width of aperture 1.4 mm in

both directions with wire of dia. 0.50 mm

10.0 STEEL WORK

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Providing and fixing pressed steel door

frames conforming to IS: 4351,

manufactured from commercial mild steel

sheet of 1.60 mm thickness, including

hinges, jamb, lock jamb, bead and if

required angle threshold of mild steel

angle of section 50x25 mm, or base ties of

10.14 1.60 mm, pressed mild steel welded or

rigidly fixed together by mechanical

means, including M.S. pressed butt hinges

2.5 mm thick with mortar guards, lock

strike-plate and shock absorbers as

specified and applying a coat of approved

steel primer after pre-treatment of the

surface as directed by Engineer-in-charge:

10.14.1 Profile B

10.14.1.1 Fixing with adjustable lugs with split end Metre 17 444.5 7556.5

tail to each jamb

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.

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 1015 142.3 144434.5

railings, brackets, gates and similar works

11.0 FLOORING

Brick on edge flooring with bricks of class

designation 7.5 on a bed of 12 mm

11.1 cement mortar, including filling the joints

with same mortar, with common burnt

clay non modular bricks:

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

11.41S VITRIFIED FLOOR TILES

Providing and laying vitrified floor tiles in

different sizes (thickness to be specified

by the manufacturer) with water

absorption less than 0.08% and

conforming to IS: 15622, of approved

11.41 make, in all colours and shades, laid on

20mm thick cement mortar 1:4 (1 cement

: 4 coarse sand), jointing with grey cement

slurry @ 3.3 kg/ sqm including grouting

the joints with white cement and matching

pigments etc., complete.

RANCHI DIVISION-ENGG/SOUTH EASTERN 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 with

11.41A 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

Glazed Vitrified tiles Matt/Antiskid finish of

Providing and laying Vitrified tiles in

different sizes (thickness to be specified

by manufacturer), with water absorption

less than 0.08 % and conforming to I.S.

15622, of approved make, in all colours &

11.46 shade, in skirting, riser of steps, over 12

mm thick bed of cement mortar 1:3 (1

cement: 3 coarse sand), jointing with grey

cement slurry @ 3.3 kg/ sqm including

grouting the joint with white cement &

matching pigments etc. 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.

12.42.1 Coupler

12.42.3 Single tee with door

12.42.5 Bend 87.5 degrees

12.42.6 Shoe (Plain)

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Providing and fixing unplasticised -PVC

pipe clips of approved design to

unplasticised - PVC rain water pipes by

means of 50x50x50 mm hard wood plugs,

12.43 screwed with M.S. screws of required

length, including cutting brick work and

fixing in cement mortar 1:4 (1 cement : 4

coarse sand) and making good the wall

12.50 Providing and fixing precoated galvanised Sqm 65 671.55 43650.75

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

58 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 :

13.16S 6MM CEMENT PLASTER

13.16 6 mm cement plaster of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris Sqm 380 214.3 81434

putty of 2 mm thickness over plastered

surface to prepare the surface even and

smooth complete.

Distempering with oil bound washable

13.41 distemper of approved brand and

manufacture to give an even shade :

13.41.1 New work (two or more coats) over and Sqm 220 162.55 35761

63 including water thinnable priming coat

with cement primer

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ Sqm 340 97.6 33184

3.84 kg/10 sqm)

Finishing walls with Acrylic Smooth

exterior paint of required shade :

13.46.1 New work (Two or more coat applied @ Sqm 100 166.85 16685

1.67 ltr/10 sqm over and including priming

coat of exterior primer applied @ 2.20

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give

an even shade :

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 7 2007.1 14049.7

equivalent design mix)

Demolishing stone rubble masonry

manually/ by mechanical means including

stacking of serviceable material and

disposal of unserviceable material within

50 metres lead as per direction of

Engineer-in-charge :

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 1 5781.35 5781.35

69 pan of size 580x440 mm with integral

type foot rests

17.7B Providing and fixing wash basin with C.I. Each 1 1404 1404

brackets, 15 mm PTMT pillar cock, 32 mm

PTMT waste coupling of standard pattern,

including painting of fittings and brackets,

cutting and making good the walls

wherever required. White Vitreous China

Flat back wash basin size 550x400 mm

with single 15 mm PTMT pillar cock.

Providing and fixing Stainless Steel A ISI

304 (18/8) kitchen sink as per IS:13983

with C.I. brackets and stainless steel plug

40 mm, including painting of fittings and

brackets, cutting and making good the

walls wherever required :

17.10.1 Kitchen sink with drain board

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 2 45.25 90.5

Iron grating for gully trap.

Providing and fixing mirror of superior

glass (of approved quality) and of required

17.32 shape and size with plastic moulded frame

of approved make and shade with 6 mm

thick hard board backing :

Providing and fixing soil, waste and vent

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

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.

17.73.2 600 mm long towel rail with total length of Each 1 600.35 600.35

645 mm, width 78 mm and effective

height of 88 mm, weighing not less than

18.0 WATER SUPPLY

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, including fixing the pipe with

clamps at 1.00 m spacing. This includes

jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints

complete as per direction of Engineer in

Charge.-Internal work - Exposed on wall

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.

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve

18.17 with C.I. wheel of approved quality

(screwed end) :

Providing and fixing ball valve (brass) of

18.18 approved quality, High or low pressure,

with plastic floats complete :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

18.48 Providing and placing on terrace (at all Litre 2000 9.7 19400

floor levels) polyethylene water storage

tank, IS : 12701 marked, with cover and

81 suitable locking arrangement and making

necessary holes for inlet, outlet and

overflow pipes but without fittings and the

base support for tank.

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.

83 bore, 108 mm long, weighing not less than

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

18.59S AIR VALVE & WATER METER (BULK TYPE)

18.65 Providing and fixing PTMT soap Dish Each 1 96.75 96.75

Holder having length of 138mm, breadth

84 102mm, height of 75mm with concealed

fitting arrangements, weighing not less

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

transparent or dyed to required shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

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)

transparent or dyed to required shade

according to IS: 1868, Minimum anodic

coating of grade AC 15)

Providing and fixing glazing in aluminium

door, window, ventilator shutters and

partitions etc. with EPDM rubber /

21.3 neoprene gasket etc. complete as per the

architectural drawings and the directions

of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

thickness (weight not less than 10kg/sqm)

Schedule Schedule B-Execution of all Works SER USSOR-2021 with all correction slips up to date.

Item- 1 Please see Item Breakup for details.

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

RANCHI DIVISION-ENGG/SOUTH EASTERN 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

Earthwork in cutting in formation, trolley

refuges, side drains, level crossing

approaches, platforms, catch water drains,

diversion of nallah & finishing to required

dimension and slopes to obtain a neat

appearance to standard profile inclusive of

all labour, materials, plant & machinery,

leading all cut spoils either to make spoil

dumps or for filling in embankment with

leads within 2 km on either side of edge of

the cutting(s) including all lifts, ascent,

descent, loading, unloading, bailing &

pumping out water, if required, clearance

of site and all other works incidental

thereto for completing the work as per

RDSO Specification No. RDSO/2020/GE:

IRS-0004 with latest updated correction

slips and to the satisfaction of the

Engineer-in-Charge. Note: (i) All usable

earth arising from cut spoils shall be led

into bank formation and Unusable spoils

shall be dumped / stacked away from toe

of embankment. (ii) All hard rock /and

boulders not fit for filling will be stacked

by the contractor and will be property of

the Railways. (iii)Cut trees shall be

property of Railways and to be deposited

in the railway godown unless specified

otherwise in the Conditions of Contract.

2 012011 In all conditions and classifications of soil cum 474.00 106.59 50523.66

4 022070 Providing and fixing Weep Holes in Metre 99.00 246.59 24412.41

Abutments, Wing walls and Return walls

etc., of new bridges with 110mm dia UPVC

pipe Type A ISI marked with all

contractor's men, material, transportation,

all taxes as per specifications and as

directed by Engineer-in-Charge.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Pulling & positioning of rails accurately on

cess including supporting rails, providing

required gap and squaring at ends for

renewal preparation, as directed by

Engineer in-charge.

Dismantling and removing rail of all

section & length from track, laid on any

type & density of sleeper by removing fish

plates, fastenings & fish bolts and other

materials including stacking all released

materials within an average distance of

500 metres as directed by Engineer in-

charge. Note: 1.Cutting of rails shall be

paid separately. 2.Work to be done under

Insertion of rails of all types & length in

track, laid on any type & density of

sleeper to the specified gauge under

traffic block. Rates include fastening of rail

with sleepers with standard set of

fastenings and fixing of fish plates and

bolts or, if required, providing gap for

welding and stacking of released material

without infringement within 250m as

directed by Engineer-in-Charge. Note: Rail

drilling and cutting to be paid separately.

Through Sleeper Renewal (TSR) with PSC

sleepers involving removal existing

sleepers of any type along with fittings

from track, insertion of PSC sleepers lying

along the cess / formation / slope / toe

within 5 metres height with all fittings to

specified spacing, gauge and squareness,

one round of through packing to make

track fit for 20 kmph speed, dressing of

ballast to standard profile, all in

accordance with the latest provisions of

IRPWM and stacking of all released

material neatly at specified places within

an average lead of 100 m as directed by

Engineer in-charge.

9 062013 For PSC wider base sleepers - For location Each 2653.00 357.81 949269.93

of work not involving deep screening

10 062014 For PSC wider base sleepers - For location Each 6191.00 199.48 1234980.68

of work involving deep screening. (deep

screening to be paid separately)

Replacement of any type of sleepers in

track with PSC sleepers lying on cess or at

Bridge Approaches for casual renewal at

isolated locations with all fittings complete

to specified gauge & cross level with

contractor's tools including packing and

dressing of ballast, as directed by

Engineer in-charge. Released materials

shall be neatly stacked and handed over

at specified location within an average

lead of 250 m or near either side of Bridge

approaches as directed.

11 062031 Locations other than Ballasted Deck Each 278.00 473.84 131727.52

Gas cutting of rail of various sections with

contractor's tools & plants, as directed by

engineer in-charge :

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

13 065020 Renewal of existing SEJ with improved SEJ Set 7.00 8490.11 59430.77

with PSC sleepers under traffic block

conditio ns as per approved drawing

including fixing of special size bearing

plate, rubber pad and other sleeper / rail

fittings, greasing to the fittings, leading

rails, sleepers & fittings to site, leading

and stacking of released materials within

a lead of 250m, cutting of Rails, drilling of

holes, fixing of related fittings, providing

temporary connection with fishplates till

welding of SEJ is done and sleepers shall

be given initial packing to make track fit

for 20KMPH speed. Note: (1) Rail cutting

and hole drilling shall be paid separately.

(2) One set comprise complete SEJ on

both rails at SEJ.

Manual deep screening of Plain track/

turnouts as per procedure prescribed in

IRPWM, June 2020 or latest, on PSC

sleepers of any density and throwing away

screened muck arising out of screening on

toe of bank or on cess, if low or on spoil

banks above top of cutting (including

throwing and leveling, if required beyond

minimum 5m from the edge of cutting

which are up to 3m deep or alternatively

carting it up to 50m for disposing it off

beyond cutting or platforms) as per

direction of Engineer in-charge, including

cutting cess for effective drainage on both

sides, one round of kutcha packing with

screened ballast and further attending to

track parameter to make track fit for 20

kmph speed complete in all respect. Note :

Payment shall be made for length along

main line only for turnouts.

14 081024 Depth of 300 mm below bottom of sleeper TRM 4000.00 582.05 2328200.00

- For Plain Track :

15 083010 Lifting and packing for regrading the TRM 4000.00 178.80 715200.00

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.

16 083011 Extra for additional lift over 75mm for TRM 4000.00 27.67 110680.00

every 50mm lift or part thereof up to

275mm for item nos. 083010 for each

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

17 083030 Boxing and profiling of ballast as per TRM 1677.00 26.33 44155.41

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

25mm gap 'in-situ' welding during traffic

block using Railway's welding portion and

finishing of weld to meet the prescribed

tolerances and pass all stipulated tests

with all required labour, materials,

consumables, tools, equipments etc. to

complete the work in all respect as per

IR's "Manual for Fusion Welding of Rails by

Alumino - Thermic Process" with latest

correction slips, including marking of

welded joint, painting weld collar with

anticorrosive paint, restoration of track

near weld joint to original position and

fixing of joggled fish plate at new weld, to

be removed after passing of weld in USFD

test as directed by Engineer in charge.

Note: 1. Welding portion and related

accessories as per Annexure - I shall be

supplied by Railways. All other items

required shall be supplied by the

Contractor. 2. Welding shall be carried out

only by trained welder having valid

competency certificate. 3. Hydraulic Weld

trimmer shall be used for chipping and

profile Grinder for finishing. 4. Required

nos. of Joggled fish plates shall be

supplied by Railway at nearest P. Way

Stores and the same shall be returned at

nearest P. Way Store or at other location

as per direction of Engineer-in-Charge

after release from track.

18 092021 For 60 Kg Rail, Single shot crucible fitted Each 1060.00 1964.65 2082529.00

with Automatic Tapping Thimble , 3 pieces

Mould (Zircon washed) and Compressed

Air Petrol/LPG pre heating technique

19 113010 Cess repair/widening work as per RDSO cum 2000.00 303.63 607260.00

Specifications and guidelines

RDSO/2020/GE: IRS-0004 or latest in

running line with suitable soil to the

designed profile The work shall include

uprooting and disposing of all the

vegetation, benching at every 30 Cm

vertical height, earthwork in benching

portion and compaction using suitable

slope vibratory Rollers/Compactors etc. to

achieve prescribed MDD. Note: 1.

Payment of cess repairs shall be based on

the quantities worked out from the cross

sectional calculations only and worked out

from the initial ground levels before doing

benching and final levels as done for new

embankment. The earth work in benching

portion shall not be paid extra as the

same has been included in the rate. 2. The

earth work shall be started only after

Completing of the benching and certified.

3. The benching Work shall be done for a

maximum height of 1.50 m at any time

based on the progress of earthwork

starting from toe of the embankment.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

making cess on other side of the track

(when no approaches available along

track or no road vehicles to work at site)

by dumping contractor's own earth,

collected along toe of bank of any height

on to other side of track & side slope of

the existing bank by head load, duly

crossing of tracks with all contractor's

materials, labour, tools, plant including

loading of earth in baskets, lifting, leading

to the non-cess side of bank including

crossing of tracks & dumping etc. and as

directed by the Engineer in-charge.

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

( X 2) Density of 1660

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.

(X2) Density of 1660

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,

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

25 136080 Drilling holes of 16mm to 22mm dia. on all Each 75.00 242.04 18153.00

types of PSC sleepers and fixing the

dowels with adhesive of RDSO approved

quality for fixing check rails & guard rails,

as directed by Engineer in-charge.

26 136090 Cleaning of side drains along the track RM 1500.00 32.37 48555.00

including disposing of muck beyond

Railway boundary as per instructions of

Engineer in-charge to keep drains clean

and clear in cuttings etc.

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

28 151040 PQRS: Pre Block activity: Removing of the TRM 48552.00 32.32 1569200.64

existing ballast from crib portion of the full

length of existing PSC sleeper and further

up to the bottom of sleepers to

accommodate new sleeper and dumping

the ballast so removed on the

shoulders/cess with contractor own labour,

tools and plants etc, complete with all

lead and lift and as directed by the

Engineer-in-charge at site including

crossing of track wherever necessary.

Dismantling existing track, levelling

disturbed and uneven surface of bed up to

bottom of sleeper, Loading the released

panels in to BFR with Railway's portal

cranes, Placing new panels from BFRs on

to track with Railway's portal crane,

Linking of Track with all fittings, placing

ballast as required in crib and shoulders,

aligning and surfacing of track, attending

track parameters and initial packing to

track to allow traffic at restricted speed of

20 kmph with contractor's labour, tools

etc, complete and lead & lift as directed

by the Engineer-in-charge at site including

crossing of track wherever necessary.

Note: The PQRS cranes with fuel and

operators will be provided by Railway.

30 151060 PQRS: Post Block activity, Pulling back the TRM 48552.00 21.72 1054549.44

left over ballast from shoulders/cess in to

track and dumping in cribs and shoulders,

regulating and boxing with available

ballast to facilitate surfacing of track

during lifting with contractors own labour,

tools etc, complete and lead & lift as

directed by the Engineer-in-charge at site

including crossing of track wherever

Unloading of released track panels

consisting of all types of rails & sleepers

from Railway wagon at PQRS Depot, using

portal cranes including dismantling of

released panels to rails, sleepers &

fastenings and stacking them material-

wise and classification-wise at nominated

locations within the yard limits with all

leads, lift and crossing of tracks.

31 151071 With Railway's portal crane for PSC TRM 48552.00 56.14 2725709.28

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

32 151080 Mechanised loading of all types of rails on RM 400.00 10.30 4120.00

BFRs in PQRS Depot with Railway's cranes,

as directed by engineer in-charge.

33 151110 Laying of auxiliary track with all types of TRM 48552.00 44.15 2143570.80

rails, already available on cess, fixing rails

on wooden blocks / CST-9 pots at 2m

interval, true to square, to required

alignment & level, fixing with spikes /

screws / keys, linking rails with fish plates,

bolts & nuts to a gauge of 3400mm (with

reference to centre line of existing BG

track), levelling both the rails to same

plane as that of BG track over stone

ballast by way of removing ballast from

shoulders of existing track, providing one

round of packing. Subsequently,

dismantling auxiliary track after

completion of PQRS work at site by way of

removing wooden blocks / CST-9 pots and

carrying same to next stretch / location, if

required, where auxiliary track has to be

laid and spreading the same at required

locations and leaving rails there itself for

carrying out TRR work later.

In PQRS work, through rail renewal of BG

track on PSC sleepers of any density with

all types of rails / rail panels lying in

auxiliary track or on cess for replacement

of service rails including handling of rails

by way of dragging, pairing etc. and

leading released service rails to load into

BFR / Lorry or to shift to next location

including crossing of track with lead & lift

and any other incidental works as

35 154010 Carrying out preparatory works for TRM 49880.00 16.24 810051.20

operation of Ballast Cleaning Machine

(BCM) which includes making trench in

track for inserting cutter bar, supporting

track on wooden block supplied by

Railway, removal of ballast along with

muck from shoulder which is out of reach

of cutter chain and putting the same in

cutting width or between rails. Rate

includes all miscellaneous works, e.g.

opening and re-fixing of joggled fish

plates, OHE Bonds, dismantling &

removing obstructions etc.

36 154020 Carrying out various works during TRM 49880.00 39.25 1957790.00

operation of BCM, like filling up of ballast

at deficient location from locations where

ballast is excess or from adjoining tracks,

required initial packing, adjustment of PSC

Sleepers, provision wooden blocks

supplied by department and attending

track parameters etc. complete so as to

make track fit for 20 kmph speed.

37 154030 Removal of screened muck discharged by TRM 21000.00 29.80 625800.00

BCM, where muck disposal on side slope

is restricted due to platform, cutting, OHE

mast etc. and disposing it beyond 5m

from edge of cutting up to 3m deep or

alternatively carting it up to 50m for

disposing off beyond the end of cutting /

platform and making up cess wherever

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

( X 4) 154040 for disposal of muck at a distance

beyond 50m for every additional lead of

50 metres or part thereof up to 500

39 154070 Removing the ballast from shoulders, left TRM 49880.00 20.64 1029523.20

over after BCM working, screening the

same removing the muck and putting

back the screened ballast into track,

boxing the ballast to profile and using

released muck for cess making or

throwing away within 50m lead and 3m lift

when not required for cess repairs and as

directed by the Engineer-in-charge. Note:

This item shall be used only when BRM is

40 154080 Ballast equalisation & ballast profiling TRM 49880.00 37.02 1846557.60

after completion of deep screening work

by BCM and/or after unloading of ballast

by DMT (Ballast Train), as directed by Site

Engineer as per IRPWM including heaping

of ballast in tamping zone keeping rails &

sleeper top free from ballast, spacing and

squaring of sleeper, gauging, cleaning of

muck, proper fixing of fastening, attention

during each round of sleeper tamping in

relation to pre & post working Note:

Payment shall be made only once in

irrespective of numbers of TTRM packing

round and after restoration of normal

speed and restoration of complete ballast

profile and cess profile.

41 154090 Making cess in deep screened track by TRM 5500.00 33.10 182050.00

using screened muck discharged by BCM

where cess is low or cutting cess to

required depth up to 4m from centre of

track, where cess is high and disposing off

extra muck beyond 5m from edge of

cutting which are up to 3m deep or

alternatively carting it up to 50m for

disposing it off beyond cutting or

platforms, so as to make cess as per

standard profile including providing proper

42 154100 Carrying out Through packing of sleepers TRM 5355.00 85.14 455924.70

to make track fit for 30 KM speed as per

procedure stipulated in latest version of

IRPWM, behind BCM including filling

ballast when only lifting is carried out by

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Carrying out pre-tamping, during tamping

and post-tamping work for tamping track

with all types of rails, sleepers & sleeper

density by various Track Tamping

machines, like CSM,DUO/3X Machines

which include : (1) Re-adjustment of

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

cavities in tamping zone by picking ballast

from stacks / shoulders / crib of adjoining

track up to lead of 50 m to ensure

effective packing; (2) Clearing of ballast

on sleepers to make them visible to

operator, (3) Clearing of ballast over rail

foot to facilitate holding of rail by rollers of

TTRM; (4) Digging, screening and

replenishment of ballast at mud pumping /

rounded ballast in sleeper crib location;

(5) Tightening of loose fittings

immediately before & after tamping; (6)

Replacement of broken / missing fittings

supplied by Railway; (7) Correcting

displaced sleepers to position along with

squaring; (8) Re-setting of worked-out /

fallen fittings. (9) Removing and re-fixing

joggled fish plates & wooden blocks,

wherever necessary; (10) Manual

consolidation of ballast in crib / shoulders;

(11) Removing and refixing of traction

bonds during the block in electrified

sections (12) Dressing of ballast Note: 1.

Tamping blocks are not identical & it may

be given at any time either during day or

night. 2. Stages of payment a) 30% of the

rate will be paid on completion of pre

tamping attention, b) Balance 70% of the

rate will be paid on completion of post

tamping. 3. Recovery at the rate of twice

the above applicable rate will be effected

in case contractor fails to carry out

pre/during/post operation. 4.Payment shall

be made only once in irrespective of

numbers of TTRM packing round and after

restoration of normal speed and

restoration of complete ballast profile.

Providing lighting arrangements with

halogen lamps on and around machine

during machine working in night time

blocks, with contractor's generator,

consumables, all necessary electrical

fittings, operators etc. Note: 1. Lighting

arrangement is to be provided as per

advance planning of Night Blocks and

written communication. 2. In case lighting

arrangement is made available but not

used due to non-availability of block,

payment @ 60% of the item rate shall be

made. 3. In place of Halogen, LED lamps

of equal lumen capacity may be used with

the approval of Engineer -in-Charge. 4. If

lighting arrangement fails during block,

recovery shall be made twice the rate per

KVA generator and 8x500 W)

RANCHI DIVISION-ENGG/SOUTH EASTERN 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.

50 161050 Drilling holes of specified size for bond Each 835.00 39.40 32899.00

holes with 7.2mm dia drill twist to correct

spacing and location on 60kg/52kg rails

on cess or under traffic block with

contractor's tools and plant, equipment,

consumable, labour etc complete as

directed by the Engineer in charge at site.

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

51 171014 I n Wagon where mechanical handling is MT 1607.48 119.83 192624.33

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.

52 171024 I n Wagon where mechanical handling is MT 11.00 118.89 1307.79

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.

1 Km for every subsequent Km or part

thereof and up to 10 Km

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

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.

56 171053 From Wagon where mechanical handling MT 1607.48 88.97 143017.50

is possible and traffic block is not required

or in Truck / trailer.

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.

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.

58 172011 In wagons during period of traffic block MT 2625.00 232.08 609210.00

where handling by mechanical means is

59 172014 I n Wagon where mechanical handling is MT 4570.00 92.36 422085.20

possible and traffic block is not required or

in Truck / trailer

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

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.

64 172048 Extra for every Km per MT beyond 150 Km MT-Km 98600.00 3.30 325380.00

over item no. 172047

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

Transportation of Rails, sleepers, switches,

crossings, SEJs and Glued Joints by road

vehicles for different leads. Note: 1 . Lead

shall be the shortest motorable road

length between the points of loading and

unloading. 2. Loading and unloading shall

be paid extra under relevant items.

67 172058 Extra for every Km per MT beyond 150 Km MT-Km 457000.00 3.30 1508100.00

over item no. 172057

Unloading of 52kg / 60kg PSC line and

special sleepers up to 2.75 metre length in

Depot / Station / Mid-section between

stations in neat manner for Railway usage

from departmental material train (DMT) or

contractor's / Railway's Truck/Trailer with

crane or any other means including

crossing of one track and lead up to 250

metre & lift up to 5 metre with

contractor's labour, tools & plants,

machinery, consumables etc. Note: In

case of any damage to sleeper during

loading, penalty @ 50% of the all inclusive

cost of sleeper shall be levied.

68 172061 From DMT - During period of traffic block MT 2625.00 166.73 437666.25

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.

Overhauling of level crossing by digging

out up to 50mm below sleeper, screening

of shoulder & crib ballast, replacing

unserviceable sleepers & fastenings as

necessary, removal of check rails for

examination of running rails and check

rails, scrapping of rails and painting

running rails and check rails and all

fixtures with two coats of coal tar

emulsion, greasing of ERCs, MCI inserts

and liners oiling all the bolts, correcting

cross level, gauge, alignment, surfacing

and packing etc., re-fixing check rails duly

ensuring standard clearances, re-inserting

screened ballast, making good deficient

ballast with Railway's ballast from stacks /

heaps/borrowing from adjacent length of

adjoining track within 50m lead, ramming

& levelling road surface and refixing

concrete slabs/making motarable road

surface as required excluding re surfacing

with bitumen as directed by Engineer in-

71 182011 Level crossings with asphalted road Sqm 113.00 575.29 65007.77

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

bending/machining and fixing of check

rails of all rail sections over PSC Sleepers

as per Railway's approved drawings &

specifications for level crossings / trolley

paths/inspection lines in yards duly cutting

rail flanges, wherever required to correct

alignment and level, drilling of holes with

machine in check rails and fixing to

Running rail and sleepers with all

Railway's fittings, e.g. rail screws / grip

expansion bolts, brackets, packing pieces,

bolts, washers etc including grinding of

brackets if required, fixing of Railway's

wooden blocks at flare ends duly cutting

and plaining, crossing of tracks and as

directed by the engineer in-charge Note:

1. Drilling of holes in PSC Sleeper and

fixing of dowels shall be paid under

relevant item. 2. Required P.Way

materials will be supplied at SSE/P.Way

73 183030 Cutting foot of rail by gas or any other RM 45.00 184.51 8302.95

approved method for check rails and

grinding sharp edges into smooth profile.

Payment shall be made for length of

cutting of foot.

74 183040 Fixing check rails to running rails on level Set 3.00 5043.88 15131.64

crossings with MS brackets, MS packing

plates, bolts & nuts, spring washers etc.

including lubrication as per approved

drawing & specifications, as directed.

Rails, MS brackets, packing plates, bolts &

nuts, spring washers will be supplied by

Railways. Note: One set consists two

75 186030 Paving of level crossing road surface with Sqm 338.00 212.99 71990.62

Railway's precast RCC slab / blocks as per

standards / approved drawings for light

and heavy vehicles on bed of sand,

moorum or gravel, duly compacted and

joints filled with mixture of sand &

tar/bitumen in proportion of 1:2 by weight.

76 186040 Removal of RCC slab in existing level Sqm 338.00 52.01 17579.38

crossing portion and in between tracks

along with stacking them in countable

manner, as directed.

77 211130 Providing and fixing Trolley Refuge of size Each 15.00 4031.93 60478.95

3.0m x3.0m on cess, placing with released

unserviceable PSC sleepers and keeping

them at all four sides of refuge and also

placing as matting inside the refuge by

keeping them in upside down position with

a minimum of 14 sleepers including

levelling with earth, excavation, all lead

and lift, crossing of tracks, leading the

sleepers with in a free lead and lift,

handling etc., with all contractor's men

material complete and as directed by the

Engineer-in-charge. Note: Earth-work will

to be paid separately under relevant item.

Schedule Schedule C-Execution of all works as per NS Items (Special Items)

Item- 1 Please see Item Breakup for details.

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

1 1 Fabrication and supply of 32 mm dia wire Each 4.00 58764.00 235056.00

rope confirming to IS 2266 (60 meter

length) having one side loop with

mechanical joint.

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

2 2 Fabrication and supply of 25 mm dia wire Each 40.00 3233.00 129320.00

rope confirming to IS 2266 (1 meter

length) having both side loop with

mechanical joint fitted with one alloy steel

3 3 Fabrication and supply of 25 mm dia wire Each 20.00 4224.00 84480.00

rope confirming to IS 2266 (2 meter

length) having both side loop with

mechanical joint fitted with one alloy steel

4 4 Unloading /Loading of concrete sleepers Per 79085.00 20.88 1651294.80

at base depot from/into any type Rly. Sleeper

wagon withcontractor's own gantry

/crane,machinery , tools ,

fuel,consumables, labour, tools andplants

and spreading of thesame at proper

spacing. Theinfringement to gantry/

cranemovement, if any over thewagons

have to be removed bycutting of wagons

body asrequired minimum requiredextent

with all contractor'slabours, tools, gas and

cuttingequipment, other consumableitems

etc., as directed byEngg.official at site.

Theunloading is to be so done asto

facilitate fabrication ofpanels at the base

60Kg/52 Kg/90 R singlerails (10 to 15m

long) onconcrete sleepers havingminimum

sleeper density of1660 per/km. with

contractor'sgantry crane, machinery,

fuel,consumables, labour, tools andplants

at base depot this workincludes the

following:-(a)Placing service rails

onconcrete sleepers unloadedand

spreaded vide item No. 5 above. This will

include lead ofservice rail from anywhere

inthe base yard to the extentrequired.

(b)Fastening of theservice rail with

concretesleepers with Railway's

suitablefittings (ERCs, GR pads andliners)

after proper clearing ofinserts and fixing

of pandrolclips with the help of

ERCextractor ensuring proper anduniform

spacing andsquareness of

sleepers.Required fittings have to

becollected from PWI's storesdepot for

making servicepanels . This work

includesgreasing the ERC's and the eyeof

inserts of concrete sleeperswith

contractor's own greaseconforming to IS

408 as perdirection of Engineer in

charge.The GR pads have to be pastedon

concrete sleepers at railseat with

contractor's approvedadhesive such as

6 6 Loading of fabricated panels on BFRs with TRM 48552.00 55.71 2704831.92

contractor's gantry, crane, fuel,

consumables,labour, tools and plants etc.

atbase depot. The infringementto gantry

crane movement ifany over the wagons

have tobe removed by cutting ofwagons

body as requiredminimum required extent

withall contractor's labour andtools, gas

and gas cuttingequipments other

consumableetc. as directed by

Engg,Official at site

RANCHI DIVISION-ENGG/SOUTH EASTERN RLY

7 7 Lghting arrangement for night working of Per Day 53.00 25152.91 1333104.23

track machine (PQRS/BCM/TRT) as and

when required in 1000 meter on cess of

track ( one side) with generator set of

adequate capacity, 50 halogen lamp of

500 watt, operation and maintenance of

generator set and halogen lamps with

labour and material including all

necessary lighting cables, fuel,

operators,transportation of machinery as

per requirement. NOTE :- (1) If generator

fails while block, double of accepted unit

rate will be recovered in running bills for

each failure. (2) One electrcian should be

available in night for emergency attention.

(3) If generator works beyond 6 hours in

night , fuel will be arranged by railway for

additional running of generator beyond 06

hours (4) Nothing extra will be paid if

lighting provided beyond 06 hours in night

except s.no.3 ( unit Per Day = Per night)

8 8 Earth work in embankment from Railway cum 7540.00 144.59 1090208.60

land for repairing of cess/ formation/level

crossing, rain cuts etc. to make the

surface to the desired level and slope to

the entire satisfaction of Engineer-in-

charge. The rate will include free lead upto

200 M, all lifts, descends, ascends,

crossing of track/road/nallah etc. including

breaking of clods etc and compaction by

rollers/rammers/temping rods etc.