Upgradation of Silyari station by provision of new Booking office and renovation of existing Booking office, Concourse and furniture for station, Improvement of damaged/ unpaved PF surface, provision of separate Male & Female Urinals at both end of PF2/3

II, Vol-I & II.

Item- 01 Execution of all works connected with above work covered under CPWD-DSR-2021 Ver-II, Vol-I & II.

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

1.0 CARRIAGE OF MATERIALS

By Mechanical Transport including

loading,unloading and stacking

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

1.1.18 Disposal of moorum/building rubbish/ malba/ cum 400 411.3 164520

similar unserviceable, dismantled or waste

material by mechanical transport including

1 loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km

for all lifts, complete as per directions of

Engineer-in-charge.

By Manual Labour including loading, unloading

and stacking for lead less than 0.50 KM

1.2.2 Earth

1.2.2.1 Cost of carriage including loading, unloading & cum 400 234.05 93620

stacking for first 50 metres

1.2.2.2 Every additional lead of 50m or part thereof cum- 400 50.96 20384

beyond1st 50 m upto 9 such additional lead lead

2.0 EARTH WORK

Earth work in surface excavation not

exceeding 30 cm in depth but exceeding 1.5 m

in width as well as 10 sqm on plan including

getting out and disposal of excavated earth

upto 50 m and lift upto 1.5 m, 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 on plan), including

2.8 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

2.25 Filling available excavated earth (excluding cum 83 253.95 21077.85

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

2.27 Supplying and filling in plinth with sand under cum 16 2161.2 34579.2

7 floors, including watering, ramming,

consolidating and dressing complete.

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

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)

4.14S MISCELLANEOUS

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

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 to

accelerate / retard setting of concrete, to

im pro v e 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

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

110% of the minimum specified cement

content, the contractor shall have discretion to

either re-design the mix or bear the cost of

4.20.1 All works upto plinth level :

4.20.1.3 Concrete of M20 grade with minimum cement cum 31 8387.15 260001.65

content of 270 kg /cum

4.20.2 All works above plinth and upto floor V level :

4.20.2.3 Concrete of M20 grade with minimum cement cum 40 10009.5 400380

content of 270 kg /cum

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources: 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 172 307.95 52967.4

for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies Sqm 392 766.55 300487.6

and access platform

5.9.5 Lintels, beams, plinth beams, girders, Sqm 383 608.35 232998.05

bressumers and cantilevers

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 111 804.25 89271.75

5.9.19 Weather shade, Chajjas, corbels etc., including Sqm 12 814.95 9779.4

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Kg 12360 89.65 1108074

Fe-500D or more.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Kg 12365 89.65 1108522.25

Fe-500D or more.

5.33S DESIGN MIX CONCRETE

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for

5.33 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 688 8683.8 5974454.4

content of 330 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 70 10306.2 721434

content of 330 kg /cum

5.36A Providing and placing in position precast cum 4 27800.4 111201.6

reinforced cement concrete waffle units,

square or rectangular as per design and shape

for floors and roofs in 1:1.5:3 (1 cement : 1.5

coarse sand including manufactured sand

derived from Recycled Concrete Aggregate

(RCA) upto 20% : 3 graded stone aggregate 10

mm nominal size Recycled Concrete

23 Aggregate (RCA) upto 20%), including flush or

deep ruled pointing at joints in cement mortar

1:2 (1 cement : 2 Fine sand), making

necessary holes of required sizes for carrying

through service lines etc., providing steel

hooks for lifting etc, form work in precasting,

handling, hoisting, centering and erection

complete for all floor levels but excluding the

cost of reinforcement.

Supplying and applying pre tested and

approved water based concrete curing

5.41 compound to concrete/ masonry surface, all as

per manufacturer's specification and direction

of Engineer-in-charge.

6.0 MASONRY WORK

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

6.26S EXPOSED BRICK WALL

Brick work with clay flyash F.P.S. (non

modular) brick of class designation 7.5 in

superstructure above plinth level up to floor

five level in :

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Brick work with non modular fly ash bricks

conforming to IS:12894, class designation 10

6.34 average compressive strength in super

structure above plinth level up to floor V level

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 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

8.20S STONE WORK DRY CLADDING

8.31 Providing and fixing Ist quality ceramic glazed Sqm 390 1063.45 414745.5

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

9.1S FRAMES AND TRUSSES

Providing wood work in frames of doors,

windows, clerestory windows and other

frames, wrought framed and fixed in position

with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash

fastener shall be paid for separately).

Providing and fixing panelled or panelled and

glazed shutters for doors, windows and

clerestory windows, fixing with butt hinges of

required size with necessary screws, excluding

panelling which will be paid for separately, all

complete as per direction of Engineer-in-

charge. (Note:- Butt hinges and necessary

screws shall be paid separately)

9.7.8 Fly proof stainless steel grade 304 wire gauge Sqm 40 1521.6 60864

31 with 0.5 mm dia. wire and 1.4mm wide

aperture with matching wood beading

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)

decorative type, core of block board

9.20 construction with frame of 1st class hard wood

and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers

on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Sqm 8 3086.1 24688.8

Steel butt hinges with necessary screws

9.105S GYPSUM BOARD PARTITIONS

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

9.119 Providing and fixing factory made P.V.C. door Metre 24 408.25 9798

frame of size 50x47 mm with awall thickness

of 5 mm, made out of extruded 5mm rigid PVC

foam sheet, mitred at corners and joined with

2 Nos of 150 mm long brackets of 15x15 mm

M.S. square tube, the vertical door frame

33 profiles to be reinforced with 19x19 mm M.S.

square tube of 19 gauge, EPDM rubber gasket

weather seal to be provided through out the

frame. The door frame to be fixed to the wall

using M.S. screws of 65/100 mm size,

complete as per manufacturer's specification

and direction of Engineer- in-Charge.

Providing and fixing factory made panel PVC

door shutter consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19 mm x 19 mm for styles and 15x15 mm for

top & bottom rails. M.S. frame shall have a

coat of steel primers of approved make and

manufacture. M.S. frame covered with 5 mm

thick heat moulded PVC 'C' channel of size 30

mm thickness, 70 mm width out of which 50

mm shall be flat and 20 mm shall be tapered

in 45 degree angle on both side forming styles

and 5 mm thick, 95 mm wide PVC sheet out of

which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form

top and bottom rail and 115 mm wide PVC

sheet out of which 75 mm shall be flat and 20

mm shall be tapered on both sides to form lock

rail. Top, bottom and lock rails shall be

provided both side of the panel. 10 mm (5 mm

x 2 ) thick, 20 mm wide cross PVC sheet be

provided as gap insert for top rail & bottom

rail, paneling of 5 mm thick both side PVC

sheet to be fitted in the M.S. frame welded/

sealed to the styles & rails with 7 mm (5

mm+2 mm) thick x 15 mm wide PVC sheet

beading on inner side, and joined together

with solvent cement adhesive. An additional 5

mm thick PVC strip of 20 mm width is to be

stuck on the interior side of the 'C' Channel

using PVC solvent adhesive etc. complete as

per direction of Engineer-in-charge,

manufacturer's specification & drawing.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Providing and fixing factory made uPVC white

colour casement/ Casement cum fixed glazed

door comprising of uPVC multi-chambered

frame, sash and mullion (where ever required)

extruded profiles duly reinforced with 1.60 +/-

0.2 mm thick galvanized mild steel section

made from roll forming process of required

length (shape & size according to uPVC

profile), uPVC extruded glazing beads of

appropriate dimension, EPDM gasket, zinc

alloy (white powder coated) 3D hinges and one

handle on each side of panels along with zinc

plated mild steel multi point locking having

transmission gear, cylinder with keeps and one

side key, G.I fasteners 100 x 8 mm size for

9.147C fixing frame to finished wall and necessary

stainless steel screws, etc. Profile of frame &

sash shall be mitred cut and fusion welded at

all corners, mullion (if required) shall be also

fusion welded including drilling of holes for

fixing hardware's and drainage of water etc.

After fixing frame the gap between frame and

adjacent finished wall shall be filled with

weather proof silicon sealent over backer rod

of required size and of approved quality, all

complete as per approved drawing & direction

of Engineer-in-Charge. (Single / double glass

panes and silicon sealent shall be paid

separately). Variation in profile dimension in

higher side shall be accepted but no extra

payment on this account shall be made.

9.147C.1 Casement door with 3D hinges made of (big Sqm 35 10284.7 359964.5

series) frame 67 x 64 mm & sash 67 x 110 mm

both having wall thickness of 2.3 +/- 0.2 mm

and single glazing bead / double glazing bead

of appropriate dimension. (Area of door upto

Providing and fixing factory made uPVC white

colour sliding glazed window upto 1.50 m in

height dimension comprising of uPVC multi-

chambered frame with in-built roller track and

sash extruded profiles duly reinforced with

1.60 +/- 0.2 mm thick galvanized mild steel

section made from roll forming process of

required length (shape & size according to

uPVC profile), appropriate dimension of uPVC

extruded glazing beads and uPVC extruded

interlocks, EPDM gasket, wool pile, zinc alloy

(white powder coated) touch locks with hook,

zinc alloy body with single nylon rollers

(weight bearing capacity to be 40 kg), G.I

fasteners 100 x 8 mm size for fixing frame to

finished wall and necessary stainless steel

screws etc. Profile of frame & sash shall be

mitred cut and fusion welded at all corners,

including drilling of holes for fixing hardware's

and drainage of water etc. After fixing frame

the gap between frame and adjacent finished

wall shall be filled with weather proof silicon

sealent over backer rod of required size and of

approved quality, all complete as per

approved drawing & direction of Engineer-in-

Charge. (Single / double glass panes, wire

mesh and silicon sealent shall be paid

separately). Variation in profile dimension in

higher side shall be accepted but no extra

payment on this account shall be made.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

9.147D.2 Three track three panels sliding window with Sqm 15 10030.3 150454.5

fly proof SS wire mesh (Two nos. glazed & one

no. wire mesh panels) made of (small series)

36 frame 92 x 44 mm & sash 32 x 60 mm both

having wall thickness of 1.9 +/- 0.2 mm and

single glazing bead of appropriate dimension

(Area of window upto 1.75 sqm).

10.0 STEEL WORK

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 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, railings, Kg 2875 142.3 409112.5

brackets, gates and similar works

10.28 Providing and fixing stainless steel ( Grade Kg 980 612.25 600005

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, i/c fixing the railing with necessary

38 accessories & 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 etc.).

11.0 FLOORING

Cement concrete flooring 1:2:4 (1 cement : 2

coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement,

including cement slurry, but excluding the cost

of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone Sqm 4 545 2180

11.16S TILE FLOORING

Chequerred precast cement concrete tiles 22

mm thick in footpath & courtyard, jointed with

neat cement slurry mixed with 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).

40 11.20.3 Dark shade pigment using ordinary cement Sqm 103 983.95 101346.85

11.37S CERAMIC GLAZED TILES

11.37 Providing and laying Ceramic glazed floor tiles Sqm 30 935.6 28068

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, 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.

11.41S VITRIFIED FLOOR TILES

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

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 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.

12.0 ROOFING

12.24S CEILING

Providing and fixing insulating board ceiling of

12.24 approved quality with necessary nails etc.

complete (frame work to be paid separately) :

12.24.2 White face insulating board

Providing, fixing and embedding sand cast iron

accessories for rain water pipes in the masonry

12.40 surrounded with 12 mm thick cement mortar

of the same mix, as that of masonry (lead

caulking will be paid for separately):

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap

for thermal expansion, (i) Single socketed

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.25 Extra for plastering:

13.26 Providing and applying plaster of paris putty of Sqm 780 214.3 167154

2 mm thickness over plastered surface to

prepare the surface even and smooth

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 1230 162.55 199936.5

49 including water thinnable priming coat with

13.44S EXTERIOR FINISHING

Finishing with Deluxe Multi surface paint

13.48 system for interiors and exteriors using Primer

as per manufacturers specifications :

13.48.3 Painting Steel work with Deluxe Multi Surface Sqm 1220 140.05 170861

Paint to give an even shade. Two or more coat

50 applied @ 0.90 ltr/10 sqm over an under coat

of primer applied @ 0.80 ltr/10 sqm of

approved brand and manufacture

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Applying priming coats with primer of

13.85 approved brand and manufacture, having low

VOC (Volatile Organic Compound ) content.

Finishing walls with water proofing cement

paint of required 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 20 2007.1 40142

equivalent design mix)

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material

within 50 metres lead.

16.0 ROAD WORK

16.1S ROADS

16.1 Preparation and consolidation of sub grade Sqm 3520 180.5 635360

with power road roller of 8 to 12 tonne

capacity after excavating earth to an average

of 22.5 cm depth, dressing to camber and

consolidating with road roller including making

good the undulations etc. and re-rolling the

sub grade and disposal of surplus earthwith

lead upto 50 metres.

16.4 Laying, spreading and compacting stone cum 730 865.8 632034

aggregate of specified sizes to WBM

specifications in uniform thickness, hand

picking, rolling with 3 wheeled road/vibratory

roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming

requisite type of screening / binding material

to fill up interstices of coarse aggregate,

watering and compacting to the required

Laying water bound macadam sub-base with

brick aggregate and binding material, earth

etc. including screening, sorting and spreading

16.5 to template and consolidation with light power

road-roller etc. complete.(payment for brick

aggregate and moorum etc. to be made

16.5.1 Over burnt (Jhama) brick aggregate 120 mm to cum 730 725.6 529688

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10,

including heating the bitumen, spraying the

16.30 bitumen with mechanically operated spray unit

fitted on bitumen boiler, cleaning and

preparing the existing road surface as per

specifications :

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed fine Sqm 2100 79.85 167685

aggregate ( passing 2.36 mm and retained on

180 micron sieve) with bitumen using 128 kg

of bitumen of grade VG - 10 bitumen per cum

of fine aggregate and 0.60 cum of fine

aggregate per 100 sqm of road surface,

including rolling and finishing with road roller

16.47S PAINTING AREA/RUNWAY MARKING

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Painting road surface marking with adequate

nos of coats to give uniform finish with ready

mixed road marking paint conforming to IS :

16.48 164, on bituminous surface in white/yellow

shade, including cleaning the surface of all

dirt, scales, oil, grease and foreign material

16.49S MISCELLANEOUS

Providing and laying bituminous macadam

using crushed stone aggregates of specified

grading premixed with bituminous binder,

transported to site by tippers, laid over a

previously prepared surface with paver finisher

equiped with electronic sensor to the required

grade, level and alignment and rolling with

smooth wheeled, vibratory and tandem rollers

as per specifications to achieve the desired

compaction and density, complete as per

specificatons and directions of Engineer-in-

16.55.1 50 to 100 mm average compacted thickness cum 190 7756.4 1473716

with bitumen of grade VG-30 @ 3.50%

61 (percentage by weight of total mix) prepared

in Batch Type Hot Mix Plant of 100-120 TPH

16.77 Scarifying the existing bituminous road surface Sqm 2100 5.85 12285

to a depth of 50 mm and disposal of scarified

material within all lifts and lead upto 1km (by

mechanical means).

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

17.1 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

17.1.1 White Vitreous china Orissa pattern W.C. pan Each 4 5781.35 23125.4

63 of size 580x440 mm with integral type foot

Providing and fixing wash basin with C.I.

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

17.7 C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and

making good the walls wherever require:

17.7.3 White Vitreous China Wash basin size 550x400 Each 6 2040.85 12245.1

mm with a pair of 15 mm C.P. brass pillar taps

17.7.4 White Vitreous China Flat back wash basin size Each 2 1679.6 3359.2

65 550x 400 mm with single 15 mm C.P. brass

17.24 Providing and fixing white vitreous china Each 2 3389.35 6778.7

66 squatting plate urinal with integral rim

longitudinal flush pipe.

17.31 Providing and fixing 600x450 mm beveled Each 4 1411.15 5644.6

edge mirror of superior glass (of approved

67 quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass

screws and washers complete.

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

17.80 Providing and fixing white vitreous china Each 4 7004.45 28017.8

battery based infrared sensor operated urinal

of approx. size 610 x 390 x 370 mm having

pre & post flushing with water (250 ml & 500

ml consumption), having water inlet from back

side, including fixing to wall with suitable

brackets all as per manufacturers specification

and direction of Engineer-in-charge.

18.0 WATER SUPPLY

18.7S C.P.V.C. PIPES

Providing and fixing G.I. Pipes complete with

G.I. fittings and clamps, i/c making good the

18.11 walls etc. concealed pipe, including painting

with anti corrosive bitumastic paint, cutting

chases and making good the wall :

Providing and fixing G.I. pipes complete with

18.12 G.I. fittings including trenching and refilling

etc.-External work

18.15S BRASS FITTINGS

Providing and fixing gun metal gate valve with

C.I. wheel of approved quality (screwed end) :

C.I. SLUICE VALVES/ FIRE HYDRANTS &

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

levels) polyethylene water storage tank, IS :

12701 marked, with cover and suitable locking

arrangement and making necessary holes for

inlet, outlet and overflow pipes but without

fittings and the base support for tank.

18.49S C.P. BRASS FITTINGS

Providing and fixing C.P. brass bib cock of

approved quality conforming to IS:8931 :

21.0 ALUMINIUM WORK

Providing and fixing aluminium work for doors,

windows, ventilators and partitions with

extruded built up standard tubular sections/

appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS:

1285, fixing with dash fasteners of required

dia and size, including necessary filling up the

gaps at junctions, i.e. at top, bottom and sides

with required EPDM rubber/ neoprene gasket

etc. Aluminium sections shall be smooth, rust

free, straight, mitred and jointed mechanically

wherever required including cleat angle,

Aluminium snap beading for glazing / paneling,

C.P. brass / stainless steel screws, all complete

as per architectural drawings and the

directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for

21.1.1 For fixed portion

21.1.1.2 Powder coated aluminium (minimum thickness Kg 100 466.3 46630

of powder coating 50 micron)

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Providing and fixing glazing in aluminium door,

window, ventilator shutters and partitions etc.

with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings

and the directions of engineer-in-charge . (Cost

of aluminium snap beading shall be paid in

21.3.2 With float glass panes of 5 mm thickness Sqm 35 1325.55 46394.25

(weight not less than 12.50 kg/sqm)