Schedule Of Quantity 600 Seater Hostel

8/9/2019 Schedule Of Quantity 600 Seater Hostel

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SubHead: EARTH WORK

1.1 Earth work in excavation by mechanical means (Hydraulic excavator)/

manual means over areas (exceeding 30cm in depth. 1.5m in width as

well as 10 sqm on plan) including disposal of excavated earth, lead upto

UnitDescription of itemsItem No. Rate Amount

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Central Public Works Department

NIT No. : 48/EE/10/SE(P)NZ-1/2013-14

Name of work: C/o 600 Seater Girls Hostels (Multi Storeyed) RCC framed structure (Ground + 5) at i/c internal & external Water

Supply, Sanitary Installation, Internal Electrical Installations, Drainage & Development of site at NIT, Kurukshetra (Haryana).

SCHEDULE OF QUANTITIES CIVIL & ELECTRICAL

Name of the Contractor

50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

1.1.1 All kinds of soil 360 cum

1.2 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 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.

1.2.1 All kinds of soil. 8248 cum

1.3 Excavating trenches of required width for pipes, cables, etc including

excavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil, and then

returning the soil as required, in layers not exceeding 20 cm in depth

including consolidating each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as directed, within a lead of 50

1.3.1 All kinds of soil

1.3.1.1 Pipes, cables etc, not exceeding 80 mm dia. 635 metre


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1.4 Filling available excavated earth (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 u to 1.5 m. 2830 cum

1.5 Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

1.5.1 All kinds of soil. 675 cum

1.6 Supplying and filling in plinth with local fine sand under floors, including

watering, ramming, consolidating and dressing complete. 453 cum

SubHead: CONCRETE WORK

2.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth level :

2.1.1 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm

nominal size) 708 cum

2.2 Providing and laying cement concrete in retaining walls, returnwalls, 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,

shutterin and finishin :2.2.1 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm

nominal size). 10 cum

2.3 Centering and shuttering including strutting, propping etc. and

removal of form work for :


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2.3.1 Retaining walls, return walls, walls (any thickness) including

attached pilasters, buttresses, plinth and string courses fillets, kerbs andste s etc.. 50 sqm

2.4 Providing and laying damp-proof course 40mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

12.5mm nominal size . 492 sqm

2.5 Applying a coat of residual petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square metre on damp proof course

after cleaning the surface with brushes and finally with a piece of clothli htl soaked in kerosene oil. 429 sqm

2.6 Making plinth protection with red sand stone and laying therein Cement

Mortar 1:4 (cement : 4 coarse sand) 20mm thick (average) i/c pointing of

joints with Cement Mortar 1:3 (1 cement :3 coarse sand).

2.6.1 With red sand stone slab2.6.1.1 40 to 50 mm thick 321 sqm

SubHead: REINFORCED CEMENT CONCRETE

3.1 Centring and shuttering including strutting, propping etc. and removal of

form for :

3.1.1 Foundations, footings, bases of columns, etc. for mass concrete. 5260 sqm

3.1.2 Walls (any thickness) including attached pilasters, buttresses, plinth and

string courses etc. 3437 sqm

3.1.3 Suspended floors, roofs, landings, balconies and access platform. 17602 sqm

3.1.4 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 12783 sqm

3.1.5 Columns, Pillars, Piers, Abutments, Posts and Struts. 12521 sqm

3.1.6 Stairs, (excluding landings) except spiral-staircases. 647 sqm


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3.1.7 Edges of slabs and breaks in floors and walls.

3.1.7.1 Under 20 cm wide 566 metre

3.2 Extra for additional height in centring, shuttering where ever required

with adequate bracing, propping etc. including cost of de-shuttering and

decentring at all levels, over a height of 3.5 m, for every additional

height of 1 metre or part thereof (Plan area to be measured)

. . , , ,

measured). 3067 sqm

3.3 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand:4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm

dia mild steel wire, including centering and shuttering, roughening,

cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine

sand) etc. complete, excluding plastering of the jambs, sills and soffits.

3.3.1 50 mm thick 180 sqm

3.4 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

3.4.1 Thermo-Mechanically Treated bars. 580000 kg

3.5 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level.

3.5.1 Thermo-Mechanically Treated bars. 1181610 kg


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3.6 Providing and laying in position machine batched, machine mixed design

mix M-25 grade cement concrete for reinforced cement concrete workusing cement content as per approved design mix, including pumping of

concrete to site of laying but excluding the cost of centring, shuttering,

finishing and reinforcement, including admixtures in recommended

proportions as per IS 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and durability as per

- -

- - .

(Note :- Cement content considered in this item is @ 330 kg/cum

excess/ less cement used as per design mix is payable/ recoverable

3.5.1 All works upto plinth level. 2900 cum

3.5.2 All works above plinth level and upto floor V level. 5379 cum

SubHead: BRICK WORK

4.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 128 cum

4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level upto floor V level.

4.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 5225 cum

4.3 Half brick masonry with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in superstructure above plinth level up to floor V

level.

4.3.1 Cement mortar 1:4 (1 cement :4 coarse sand) 5104 sqm


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4.4 Brick work with common burnt clay machine moulded modular bricks of

class designation 12.5 in exposed brick work including making horizontaland vertical grooves 10mm wide 12mm deep complete in cement mortar

1:6 1 cement : 6 coarse sand .

4.4.1 From ground level upto plinth level. 83 cum

4.4.2 Above plinth level upto floor V level. 48 cum

SubHead: MARBLE WORK

5.1 Granite work gang saw cut (polished and machine cut) of thickness 18

mm for wall lining (veneer work), backing filled with a grout of average

12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including

pointing with white cement mortar 1:2 (1 white cement : 2 marble dust)

with an admixture of pigment to match the marble shade (To be secured

to the backing by means of cramps, which shall be paid for separately).

5.1.1 Granite of any colour and shade

5.1.1.1 Area of slab upto 0.50 sqm 80 sqm

5.2 Providing and fixing 18mm thick gang saw cut mirror polished

(premoulded and prepolished) machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size of

approved shade, colour and texture laid over 20mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white

cement, mixed with matching pigment, epoxy touch ups, including

rubbing, curing moulding and polishing to edge to give high gloss finish

5.2.1 Granite of any colour and shade

5.2.1.1 Area of slab upto 0.50 sqm 767 sqm


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5.3 Providing edge moulding to 18mm thick marble stone counters, Vanities

etc. including machine polishing to edge to give high gloss finish etc.com lete as er desi n a roved b En ineer-in-Char e.

5.3.1 Granite work. 1281 metre

SubHead: WOOD AND PVC WORK

6.1 Providin and fixin ISI marked flush door shutters conformin to IS:

2202 (Part I) decorative type, core of block board construction with

frame of 1st class hard wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of

shutters.

6.1.1 35 mm thick including ISI marked Stainless Steel butt hinges with

necessar screws. 2504 sqm

6.2 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer

board ISI marked IS : 14842, including top cover of 6 mm coir veneer

board, nickle plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with

nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm

long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x

40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all2500 metre

6.3 Providing and fixing aluminium sliding door bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS : 1868) transparent

or dyed to required colour or shade with nuts and screws etc. complete :

6.3.1 300x16 mm 44 each

6.3.2 250x16 mm 1288 each


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6.4 Providing and fixing aluminium tower bolts ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade with necessary screws etc. complete :

6.4.1 250x10 mm 2927 each

6.4.2 200x10 mm 4144 each

6.4.3 150x10 mm 276 each

6.5 Providing and fixing aluminium handles ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade with necessary screws etc. complete :

6.5.1 125 mm 356 each

6.5.2 100 mm 2950 each

6.6 Providing and fixing factory made P.V.C. door frame of size 50x47mm

with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam

sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets

of 15x15mm M.S. square tube, the vertical door frame profiles to be

reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber

gasket weather seal to be provided through out the frame. The doorframe to be fixed to the wall using M.S. screws of 65/100mm size,

complete as per manufacturers specification and direction of Engineer-in950 metre

6.7 Providing and fixing to existing door frames.


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6.7.1 25 mm thick PVC flush door shutters made out of a one piece Multi

chamber extruded PVC section of the size of 762 mm X 25 mm or lessas per requirement with an average wall thickness of 1 mm (± 0.3 mm).

PVC foam end cap of size 23x10 mm are provided on both vertical

edges to ensure the overall thickness of 25 mm. M.S. tube having

dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along

the hinge side of the door. Core of the door shutter should be filled with

.

are covered with an end-cap of the size 25 mm X 11 mm. Door shutter

shall be reinforced with special polymeric reinforcements as per

manufacturer’s specification and direction of Engineer-in-charge to takeup necessary hardware and fixtures. Stickers indicating the locations of

hardware will be pasted at appropriate places270 sqm

6.8 Providing and fixing wire gauge shutters using stainless steel grade 304

wire gauge with wire of dia 0.5 mm and average width of aperture 1.4

mm in both directions for doors, windows and clerestory windows with

necessar screws:

6.8.1 35 mm thick shutters with ISI marked stainless steel butt hinges of

required size. 6.8.1.1 Second class teak wood. 2450 sqm

6.9 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 all

com lete.

6.9.1 With 12 mm stainless steel U beading. 700 sqm


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6.10 Fabricating and placing in position in existing openings box type cup

boards consisting of outer frame, vertical partitions, horizontal shelvesand shutter of 19mm thick block board with commercial ply veneering on

both faces conforming to IS-1659 of approved manufacture, 6mm thick

ply wood with commercial veneering on both faces conforming to IS.303

of approved manufacture, at back of box including jointing with favicoal

and nails/ screws. All the exposed and visible surface of block board, ply

covered with 0.80mm thick sunmica of required shade/ colour of

superior quality of approved manufacture, with superior quality favicoal

by pressing on block board/ ply wood with paper tap/nails etc. completeas per direction of Engineer-in-Charge. All the exposed visible edges of

block board of box of cup board and shutters shall be covered with teak

wood 20mm x 5mm thick lipping fixed with superior quality favicoal and

nails and teak wood 55mm wide x 12mm thick tapered edge beading

shall be fixed to cover the gap between plastered


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surface and outer frame of box of block board and 55mm wide x 12mm

thick moulded beading also shall be provided alround the outer face ofcup board shutters with superior quality favicoal and nails etc. The

external un-exposed surface of box in contact with plaster/ floor shall be

treated with oil type wood preservative of approved quality before fixing.

The each shutter of cup board shall be fixed with 4Nos. stainless steel

butt hinges of size 75x47x1.80mm with stainless steel screws 30mm

handle (one on each shutter), horizontal type magnetic catchers (one at

top and one at bottom on single leaf shutter and similarly on one shutter

of double leaf shutter; and also including the cost of providing/ fixing ofstainless steel ovel shape 25mm (wide ovel) curtain rod with stainless

steel brackets with necessary screws complete as per the direction of

the Engineer-in-Charge. Finishing the lipping/ moulding by applying two

or more coats of French spirit polish after applying a coat of wood filler

complete as per the direction of Engineer-in-charge and approved

drawings (Length and height of box shall be measured for payment).1220.00 Sqm


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6.11 Extra for fabricating and fixing 150mm high drawers in cup boards,

consisting frame of 19mm thick block board with commercial veneeringon both faces conforming to IS-1659 of approved manufacture fixed over

6mm thick ply wood with commercial veneering on both sides

conforming to IS-303 of approved manufacture with superior quality

favicoal and nails including covering the exposed visible surface inside

the drawer and front face from out side of block board/ ply wood with

.

superior quality favicoal and pressing with nails/ paper tap and polishing

the outer exposed surface of drawering left out members where sunmica

is not provided with one or more coat of French spirit polish with overcoat of wood filler. The exposed edges of block board shall be covered

with teak wood matching shade French spirit polish lipping 20x5mm and

fixing the each drawer in the cup board by providing a pair of 450mm

long Telescopic drawer channels with necessary screws of approved

make for smooth opening of drawer and including the cost of providing/

fixing of stainless steel folded type handle at front of each drawer and

also providing and fixing drawer lock of superior quality on one drawer in

each cup board. (Length and breath of the drawer shall be measured for

payment).100.00 sqm

SubHead: STEEL WORK

7.1 Structural steel work in single section fixed with or without connecting

plate including cutting, hoisting, fixing in position and applying a priming

coat of a roved steel rimer all com lete. 54 kg


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7.2 Providing and fixing 1mm thick M.S. sheet door with frame of

40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions andcorners, all necessary fittings complete, including applying a priming

coat of a roved steel rimer.

7.2.2 Using flats 30x6mm for diagonal braces and central cross piece. 202 sqm

7.3 Providing and fixing factory made ISI marked steel glazed doors,

members such as F7D, F4B, K11 B and K12 B etc. complete of standard

rolled steel sections, joints mitred and flash butt welded and sash bars

tenoned and riveted, including providing and fixing of hinges, pivots,

including priming coat of approved steel primer , but excluding the cost

of other fittings, complete all as per approved design (sectional weight of

only steel members shall be measured for payment).

7.3.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete

block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded

stone a re ate 20 mm nominal size . 36 kg

7.4 Providing and fixing T-iron frames for doors, windows and ventilators of

mild steel Tee-sections, joints mitred and welded, including fixing ofnecessary butt hinges and screws and applying a priming coat of

a roved steel rimer.

7.4.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete

block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded

stone a re ate 20 mm nominal size . 243 kg

7.5 Steel work welded in built up sections/ framed work including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

rimer usin structural steel etc. as re uired.


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7.5.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and

similar works. 15230 kg

7.6 Providing and fixing stainless steel (Grade 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

,

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,

7590 kg

7.7 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works,

includin a l in a rimin coat of a roved steel rimer.7.7.1 M.S. tube. 7060 kg

SubHead: FLOORING

8.1 62 mm thick cement concrete flooring with concrete hardener topping,

under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm nominal size) and top layer

12mm thick cement hardener consisting of mix 1:2 (1 cement hardener

mix : 2 graded stone aggregate, 6mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50kg of cement or as per

manufactures specifications. This includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.(Glass/ PVC strips, if

139 sqm


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8.2 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement. 8.2.1 18 mm thick. 2 sqm

8.3 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab including rubbing and polishing complete with base of cement

8.3.1 25 mm thick. 1700 sqm

8.4 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars

laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match

the shade of the slabs, including rubbing and polishing complete.170 sqm

8.5 Providing and fixing Ist quality ceramic glazed wall tiles of size

200x300mm 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 Engineer-in-Charge in

skirting, risers of steps and dados over 12 mm thick bed of cementMortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement

slurry @ 3.3kg per sqm including pointing in white cement mixed with

4700 sqm

8.6 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or

more (thickness to be specified by the manufacturer) of 1st quality

conforming to IS : 15622 of approved make in colours White, Ivory,

Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1

Cement : 4 Coarse sand) including grouting the joints with white cement

and matchin i ments etc. com lete. 1650 sqm


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8.7 Providing and laying Double Charged Vitrified tiles of size600x600mm in floor (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 20mm

thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting

the joints with white cement and matching pigments etc., complete

. sqm

8.8 Providing and laying Double Charged Vitrified tiles of size 600x600

mm (thickness to be specified by the manufacturer), with waterabsorption less than 0.08% and conforming to IS: 15622, of approved

brand & manufacturer in all colours and shade in skirting, riser of steps,

laid on 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand)

including grouting the joints with white cement and matching pigments

etc., complete grouting of joints to be made separately). 1100 sqm

8.9 Providing and fixing 18mm thick gang saw cut mirror polished granite

flooring over 25mm thick (average) base cement mortar 1:4 laid, joint

tilted with white cement mixed with matching pigment etc. complete as

er direction of En ineer-in-char e.8.9.1 Granite of any colour and shade

8.9.1.1 Area of slab over 0.50 sqm. 2900 sqm


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8.10 Providing and fixing glass mosaic tiles of size 20x20x4mm in square grid

pattern of approved make ACCURA/ ITALIA (Pear/ Melody seried)/ TLseries or equivalent on floors and on walls at all heights of required

random colours mix design conforming to IS: 136030 made of raw

material of glass with curved V shape adeges of mosaic for firm

adhession including fixing the tiles with adhesive @ 2.25kg. Per Sqm.

And finishing the joints readymixed grouting compound of approved

complete as per directions of the Engineer-In-Charge. 45 Sqm

SubHead: ROOFING

9.1 Painting top of roofs with bitumen of approved quality at 17kg per 10

sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm

including cleaning the slab surface with brushes and finally with a piece

of cloth li htl soaked in kerosene oil com lete :

9.1.1 With residual type petroleum bitumen of penetration 80/100 13 sqm

9.2 10 cm thick (average) mud phaska of damped brick earth on roofs laid to

slope consolidated and plastered with 25 mm thick mud mortar mixed

with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1clay : 1 cow dung) and covered with flat tile bricks, grouted with cement

mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water

proofing compound by weight of cement and finished neat :

9.2.1 With common burnt clay F.P.S.(non modular) brick tile of class

designation 10. 13 sqm


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9.3 Making khurras 45x45 cm with average minimum thickness of 5 cm

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20 mm nominal size) over P.V.C. sheet

1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3

coarse sand) and a coat of neat cement rounding the edge sand making

and finishin the outlet com lete. 50 each

9.4 Providin and fixin 100 mm diameter and 60 cm lon rain water s out

in cement mortar 1:4 (1 cement : 4 fine sand)9.4.1 Stone ware spout 1 each


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9.5 Providing and Fixing 15 mm thick densified tegular edged eco friendly

light weight calcium silicate false ceiling tiles of approved texturespintone/cosmos / Hexa or equivalent of size 595 x 595 mm in true

horizontal level, suspended on inter locking metal grid of hot dipped

galvanised steel sections (galvanising @ 120 grams per sqm including

both side) consisting of main 'T' runner suitably spaced at joints to get

required length and of size 24x38 mm made from 0.33 mm thick

" ", ,

size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long

spaced between main'T' at 600 mm centre to centre to form a grid of

1200x600 mm and secondary cross 'T' of length 600 mm and size 24

x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at

middle of the 1200x 600 mm panel to from grid of size 600x600 mm,

resting on periphery walls /partitions on a Perimeter wall angle pre-

coated steel of size (24x24X3000 mm made of 0.40 mm thick (minimum)

sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm

long dry wall screws @ 230 mm interval and laying 15 mm thick

densified edges calicum silicate ceiling tiles of approved texture

(Spintone / Cosmos/hexa) in the grid, including, cutting/ making opening

for services like diffusers, grills, light fittings, fixtures, smoke detectors


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Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of

size 25x35x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm longdash fasteners, 4 mm G.I. adjustable rods with galvanised steel level

clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre

along main 'T', bottom exposed with 24 mm of all T-sections shall be pre

painted with polyster baked paint, for all heights, as per specifications,

drawings and as directed by engineer-in-charge.

--

to wall. No deduction shall be made for exposed frames/opening (cut

outs) having area less than 0.30 sqm.The calcium silicate ceiling tile

shall have NRC value of 0.50 (Minimum), light reflection > 85%, non -

combustible as per B.S. 476 part IV, 100% humidity resistance and also

1650 sqm

9.6 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x

20 mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and

initial emittance >0.75 on waterproof and sloped surface of terrace, laid

on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4

coarse sand) and grouting the joints with mix of white cement & marble

powder in ratio of 1:1, including rubbing and polishing of the surface upto

3 cuts complete, including providing skirting upto 150 mm height alongthe parapet walls in the same manner.

4700 sqm

9.7 Providing & fixing on wall face stainless steel pipe (grade 304) for rain

water pipe and fittings including joining, welding, buffing, polishing etc.

com lete as er direction of En ineer-in-char e.9.7.1 108.80mm outer dia (wall thickness 2.0 mm) 4100 kg

SubHead: FINISHING


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10.1 12 mm cement plaster of mix :

10.1.1 1:4 (1 cement: 4 coarse sand) 64 sqm 10.1.2 1:6 (1 cement: 6 coarse sand) 26300 sqm

10.2 15 mm cement plaster on rough side of single or half brick wall of mix :

10.2.1 1:4 (1 cement: 4 coarse sand) 676 sqm

10.2.2 1:6 1 cement: 6 coarse sand 12790 s m

10.3 6 mm cement plaster of mix :

10.3.1 1:3 (1 cement : 3 fine sand) 13935 sqm

10.4 Finishing walls with textured exterior paint of required shade :

10.4.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

includin rimin coat of exterior rimer a lied @ 2.20k /10 s m. 14439 sqm

10.5 Wall painting with plastic emulsion paint of approved brand and

manufacture to give an even shade:10.5.1 Two or more coats on new work 38205 sqm

10.6 Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade :

10.6.1 Two or more coats on new work 2410 sqm

10.7 Providing and applying white cement based putty of average thickness 1

mm, of approved brand and manufacturer, over the plastered wall

surface to prepare the surface even and smooth complete. 51805 sqm

SubHead: ROAD WORK


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11.1 Brick edging in full brick width and half brick depth including excavation,

refilling and disposal of surplus earth lead upto 50 metres.11.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 321 metre

11.2 Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making machine

, , ,

in required colour and pattern over and including 50mm thick compacted

bed of fine sand, filling the joints with fine sand etc. all complete as per

the direction of En ineer-in-char e. 1050 sqm

SubHead: SANITARY INSTALLATIONS

12.1 Providing and fixing water closet squatting pan (Indian type W.C. pan)

with 100mm 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 re uired :

12.1.1 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480mm with flush pipe and integrated type foot rests. 78 each

12.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 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 re uired :

12.2.1 W.C. pan with ISI marked white solid plastic seat and lid 29 each


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12.3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass

pillar taps,32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the walls

wherever re uire :

12.3.1 White Vitreous China Angle back wash basin size 600x480 mm with

sin le 15 mm C.P. brass illar ta . 5 each

12.4 Providin and fixin white vitreous china edestal for wash basin

completely recessed at the back for the reception of pipes and fittings.5 each

12.5 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perIS 13983 with C.I. brackets and stainless steel plug 40 mm including

painting of fittings and brackets, cutting and making good the walls

wherever re uired :

12.5.1 Kitchen sink without drain board

12.5.1.1 610x510 mm bowl depth 200 mm. 12 each

12.6 Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complete.

12.6.1 Flexible pipe

12.6.1.1 32 mm dia 5 each

12.6.1.2 40 mm dia 12 each

12.7 Providing and fixing soil, waste and vent pipes :12.7.1 100 mm dia.

12.7.1.1 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.459 metre

12.7.2 75 mm diameter :

12.7.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 530 metre


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12.8 Providing and fixing M.S. holder-bat clamps of approved design to Sand

Cast iron/cast iron (spun) pipe embedded in and including cementconcrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20mm nominal size) including cost of cutting

holes and makin ood the walls etc. :

12.8.1 For 100 mm dia. Pipe 101 each

12.8.2 For 75 mm dia. Pipe 120 each

12.9 Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts and nuts com lete.

12.9.1 75 mm dia

12.9.1.1 Sand cast iron S&S as per IS- 3989 65 each

12.10 Providing and fixing heel rest sanitary bend

12.10.1 100 mm dia

12.10.1.1 Sand cast iron S&S as per IS - 3989 21 each

12.10.2 75 mm


12.11 Providing and fixing single equal plain junction of required degree with

access door, insertion rubber washer 3 mm thick, bolts and nuts

com lete.12.11.1 100x100x100 mm


12.11.2 75x75x75 mm


12.12 Providing and fixing terminal guard:

12.12.1 100 mm



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12.13 Providing and fixing collar:

12.13.1 100 mm


12.13.2 75 mm

12.13.2.1 Sand cast iron S&S as per IS- 3989 20 each

12.14 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun)

iron i es and fittin s of diameter:

12.14.1 100 mm 390 each

12.14.2 75 mm 505 each

12.15 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :

12.15.1 100 mm 21 each

12.16 Providing and fixing trap of self cleansing design with screwed down or

hinged grating with or without vent arm complete, including cost of

cuttin and makin ood the walls and floors :

12.16.1 100 mm inlet and 75 mm outlet

12.16.1.1 Sand Cast iron S&S as per IS- 1729. 140 each

12.17 Providing and fixing 100mm diameter Stainless Steel (of minimum grade

304) grating (jali with frame) for gully, floor or Nahani trap of the make as

a roved b the En ineer-in-Char e. 230 each

12.18 Providing and fixing Soap dispenser with metalic bottle of Jaquar

Category No.1137N or equivelent fixed with necessary stainless steel

screws as er direction of En ineer-in-char e. 130 each


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12.19 Providing and fixing Float Glass Mirror of minimum 6mm thickness, of

required shape and size of "Modiguard"/ "Saint Gobain" make, with 6mmthick water proof ply wood board backing conforming ot IS 710 including

making necessary holes in the mirror, if required. The ply wood board

shall be rigidly fixed to the wall using required stainless steel screws,

rawl plugs etc. The mirror shall be fixed to the ply wood board backing

using necessary CP brass screws and alround moulded beading of

,

etc. all complete, as per the architectural drawings, as specified and as

directed by the Engineer-in-Charge. (The rate of the item includes cost

of all inputs of labour, material, T&P, all other incidental charges

involved in the work. For the purpose of payment, the actual area of the

mirror shall be measured in s m. 464 sqm

12.20 Providing and fixing CP brass towel rail 600x20 mm complete with

brackets fixed to wooden cleats with CP brass screws complete as per

direction of Engineer-in-charge. (Jaquar make Cat. No. AQN 7711 N or

e uivalent 30 each

12.21 Providing and fixing 1st quality white vitreous china under counter oval

shape wash basin of parryware or equivalent of size 550x400 with C.I.bracket i/c painting of fittings and central hole C.P. brass mixer of Jaquar

(Queen's Series Cat. No. 7167 B GA) or equivalent make, 32mm waste

coupling of Jaquar Cat. No. ALD 709 or equivalent including C.P. boottle

trap of Jaquar Cat. No. ALD 769 and pipe of Jaquar or equivalent make

to wall with CP brass flange and rubber stoper complete i/c cutting and

making good the walls wherever required as per the direction of the

- - 183 each


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12.22 Providing and fixing CP brass towel ring fixed to wooden cleats with CP

brass screws complete as per direction of Engineer-in-charge. (Jaquarmake Cat. No. AQN 7721 or e uivalent 10 each

SubHead: WATER SUPPLY

13.1 Providing and fixing G.I. pipes complete with G.I. fittings including

trenchin and refillin etc.

.

External work :

13.1.1 50 mm dia. nominal bore 30 metre

13.2 Making connection of G.I. distribution branch with G.I. main of followingsizes by providing and fixing tee, including cutting and threading the pipe

etc. com lete :

13.2.1 50 to 80 mm nominal bore 1 each

13.3 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

13.3.1 25 mm nominal bore 6 each

13.3.2 32 mm nominal bore. 18 each


13.4 Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete :


13.5 Providing and fixing uplasticised PVC connection pipe with brass unions

:

13.5.1 45 cm length

13.5.1.1 15 mm nominal bore 249 each


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13.6 Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.

surface box 100x100 x75 mm (inside) with hinged cover fixed in cement

concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), i/c necessary excavation, foundation

concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate

40mm nominal size) and inside plastering with cement mortar 1:3 (1

cement com lete as er standard desi n :13.6.1 With common burnt clay F.P.S.(non modular) bricks of class designation

7.5. 1 each

13.7 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality :

13.7.1 50 mm diameter pipe 30 metre

13.8 Providing and filling sand of grading zone V or coarser grade all-round

the G.I. pipes in external work.



13.9 Providing and fixing G.I. Union in G.I. pipe including cutting and

threading the pipe and making long screws etc. complete (New work)

13.9.1 50mm nominal bore 2 each

13.10 Providing and placing on terrace (at all floor levels) polyethylene water

storage tank ISI : 12701 marked with cover and suitable locking

arrangement and making necessary holes for inlet, outlet and overflow

i es but without fittin s and the base su ort for tank 80000 per litre


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13.11 Providing and fixing C.P. brass bib cock of approved quality conforming

to IS:8931


13.12 Providing and fixing C.P. brass long body bib cock of approved quality

conforming to IS standards and weighing not less than 690 gms.


13.13 Providing and fixing C.P. brass stop cock (concealed) of standard

desi n and of a roved make conformin to IS:8931.


13.14 Providing and fixing C.P. brass angle valve for basin mixer and geyser

oints of a roved ualit conformin to IS:8931


13.15 Providing and fixing stainless steel grade AISI 316L/AISI 304 pipes

confirming to JISG3448, JWWA G116 complete with “Press-Fit” V-

Profile joining system (double crimping), EPDM O-ring capable to

withstand temperature upto 110 degree centigrade alongwith fittings,

such as sockets, bends, elbows, tees, reducers, unions, flanges etc.

necessary adapters for SS/GI/Cooper and CP fittings complete.

Concealed work, including cutting chases and making good the wall etc.13.15.1 15.88mm outer dia pipe (wall thickness 0.8mm) 360 metre

13.15.1.1 22.22mm outer dia pipe (wall thickness 1.00mm) 470 metre


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confirming to JISG3448, JWWA G116 complete with “Press-Fit” V-

Profile joining system (double crimping), EPDM O-ring capable to




Internal work - Exposed on wall

. . . .

13.16.2 34.00mm outer dia pipe (wall thickness 1.22mm) 920 metre


confirming to JISG3448, JWWA G116 complete with “Press-Fit” V-Profile joining system (double crimping), EPDM O-ring capable to




External work

13.17.1 76.10mm outer dia pipe (wall thickness 2.0 mm) 340 metre

13.18 Providing and fixing CP Brass hand shower (health fauced) with 8mm

dia -100cm. Long flexible tube & wall hook of Jaquar make category

No.573 GA or equivalent complete in all respect. 15mm nominal bore. 48 each

13.19 Providing and fixing CP Brass shower arm 190mm long light body wall

flenge of Jaquar Make category No.477 or equivalent complete in all

res ect. 53 each

SubHead: DRAINAGE


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14.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine

sand includin testin of oints etc. com lete :

14.1.1 100 mm diameter 92 metre



14.2 Providin and la in cement concrete 1:5:10 1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes

includin bed concrete as er standard desi n:

14.2.1 100 mm diameter S.W. pipe 92 metre

14.2.2 150 mm diameter S.W. pipe 65 metre 14.2.3 200 mm diameter S.W. pipe 200 metre

14.4 Providing and fixing square-mouth S.W. gully trap class SP1 complete

with C.I. grating brick masonry chamber with water tight C.I. cover with

frame of 300 x300 mm size (inside) the weight of cover to be not less

than 4.50 kg and frame to be not less than 2.70 kg as per standard

desi n :

14.4.1 100x100 mm size P type

14.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 38 each

14.5 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes

with collars jointed with stiff mixture of cement mortar in the proportion of

1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

14.5.1 250 mm dia. R.C.C. pipe 65 metre

14.5.2 300 mm dia. R.C.C. pipe 30 metre


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14.6 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4

coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand :

4 graded stone aggregate 20 mm nominal size), foundation concrete

1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm

nominal size) inside plastering 12mm thick with cement mortar 1:3 (1

cement : 3 coarse sand) finished with floating coat of neat cement and

making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

of neat cement complete as per standard design :

14.6.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions total weight of cover andframe to be not less than 38 kg (weight of cover 23 kg and weight of

frame 15 k :

14.6.1.1 With Sewer bricks conforming to IS : 4885 16 each

14.6.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame

(medium duty) 500 mm internal diameter, total weight of cover and

frame to be not less than 116 kg (weight of cover 58 kg and weight of

frame 58 k :

14.6.2.1 With Sewer bricks conforming to IS : 4885 10 each

14.7 Extra for depth for manholes 14.7.1 Size 90x80 cm

14.7.1.1 With Sewer bricks conforming to IS : 4885 8 metre


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14.8 Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS :

1786 having minimum cross section as 23 mmx25mm and over all

minimum length 263 mm and width as 165mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with 30x20x15

cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded

stone aggregate 20 mm nominal size) complete as per design.22 each

SubHead: ALUMINIUM WORK

15.1 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 separately) :

15.1.1 For fixed portion.

15.1.1.1 Powder coated aluminium (minimum thickness of powder coating 50

micron) 30324 kg


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15.1.2 For shutters of doors, windows & ventilators including providing and

fixing hinges/ pivots and making provision for fixing of fittings wherever

required including the cost of EPDM rubber / neoprene gasket required

Fittin s shall be aid for se aratel .

15.1.2.1 Powder coated aluminium (minimum thickness of powder coating 50

micron 15030 kg

15.2 Providin and fixin 12mm thick Pre-laminated article board flat

pressed three layer or graded wood particle board conforming to IS:

12823 Grade l Type ll, in panelling fixed in aluminium doors, windows

shutters and partition frames with C.P. brass / stainless steel screws etc.

complete as per architectural drawings and directions of engineer-in-char e.

15.2.1 Pre-laminated particle board with decorative lamination on both sides. 28 sqm

15.3 Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber/ 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 :

15.3.1 With float glass panes of 4.0 mm thickness 755 sqm

15.3.2 With float glass panes of 5.50 mm thickness 324 sqm

15.4 Providing and fixing double action hydraulic floor spring of approved

brand and manufacture conforming to IS : 6315, having brand logo

embossed on the body / plate with double spring mechanism and door

weight upto 125 kg., for doors, including cost of cutting floors ,

embedding in floors as required and making good the same matching to

the existing floor finishing and cover plates with brass pivot and single

piece M.S. sheet outer box with slide plate etc. complete as per the

- -


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15.4.1 With brass cover plate - minimum 1.25 mm thickness 21 each

15.5 Providing and fixing machine moulded aluminium covering of approved

pattern & design, made out of machine cut aluminium sheet and

machine holed for receiving dash fastener, over expansion joints on

vertical surfaces/ceiling floors, the fixing on plate in one row on one side

of joint only shall be done with stainless steel dash fasteners of 8 mm

thick & 15 mm dia, at a staggered pitch of 200mm centre to centre

including drilling holes in the receiving surface and providing expandable

plastic sleeves in holes etc. complete as per drawing and direction of

En ineer-in-char e : 15.5.1 Powder coated aluminium sheet 2.5mm thick (minimum thickness of

owder coatin 50 micron 972 kg

15.6 Providing and fixing stainless steel (SS 304 grade) adjustable friction

windows stays of approved quality with necessary stainless steel screws

etc. to the side hung windows as per direction of Engineer-in-charge

com lete.

15.6.1 255 X 19 mm 3716 each

15.7 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0

mm thick & 2100 mm long with SS screws etc .complete as per

direction of Engineer-in-Charge.

15.7.1 Powder coated minimum thickness 50 micron aluminium tubular handle

bar. 2 each

15.8 Providing and fixing aluminium round shape handle of outer dia 100mm

with SS screws etc. Complete as per direction of Engineer-in-charge

15.8.1 Powder coated minimum thickness 50 micron aluminium 42 each


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15.9 Providing and fixing anodised aluminium grill (anodised transparent or

dyed to required shade according to IS: 1868 with minimum anodic

coating of grade AC 15) of approved design/pattern, with approved

standard section and fixed to the existing window frame with C.P. brass/

stainless steel screws @ 200mm centre to centre, including cutting the

grill to proper opening size for fixing and operation of handles and fixing

,

complete as per requirement and direction of Engineer-in-charge. (Only

wei ht of rill to be measured for a ment . 2055 kg


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15.10 Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for

linear as well as curvilinear portions of the building, for all heights and all

levels etc. including:

a) Structural analysis & design and preparation of shop drawings for

pressure equalisation or rain screen principle as required, proper

drainage of water to make it watertight including checking of all the

.

b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between twoAluminium sheets (each 0.5mm thick). The aluminium composite panel

cladding sheet shall be coil coated, with Kynar 500 based PVDF/

Lumiflon based fluoropolymer resin coating of approved colour and

shade on face # 1 and polymer (Service) coating on face # 2 as

specified using stainless steel screws, nuts, bolts, washers, cleats,

weather silicone sealant, backer rods etc.

c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind load

movement, fasteners, SS 316 Pins and anchor bolts of approved makein SS 316, Nylon separators to prevent bi-metallic contacts all complete

required to perform as per specification and drawing


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The item includes cost of all material & labour component, the cost of all

mock ups at site, cost of all samples of the individual components for

testing in an approved laboratory, field tests on the assembled working

curtain wall with aluminium composite panel cladding, cleaning and

protection of the curtain wall with aluminium composite panel cladding till

the handing over of the building for occupation. Base frame work for

ACP cladding is payable under the relevant aluminium items. The

cladding, having all the performance characteristics all complete, as per

the Architectural drawings, as per item description, as specified, as per

the approved shop drawings and as directed by the Engineer-in-Charge.

However, for the purpose of payment, only the actual area on theexternal face of the curtain wall with Aluminum Composite Panel

Cladding (including width of groove) shall be measured in sqm. up to two

1260 sqm

SubHead: WATER PROOFING

16.1 Providing and Placing in position suitable PVC water stops conforming

to IS:12200 for construction/ expansion joints between two RCC

members and fixed to the reinforcement with binding wire before pouring

concrete etc. com lete :

16.1.1 Serrated with central bulb (225mm wide, 8-11mm thick). 91 metre


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16.2 Providing and laying water proofing treatment in sunken portion of WCs,

bathroom etc., by applying cement slurry mixed with water proofing

cement compound consisting of applying : a) First layer of slurry of

cement @ 0.488 kg/sqm mixed with water proofing cement compound

@ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b)

Second layer of slurry of cement @ 0.242 kg/sqm mixed with water

proofing cement compound @ 0.126 kg/sqm. This layer will be allowed

.

includes preparation of surface, treatment and sealing of all joints,

corners, junctions of pipes and masonry with polymer mixed slurry.1650 sqm

16.3 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: a) Applying a

slurry coat of neat cement using 2.75 kg/sqm of cement admixed with

water proofing compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including adjoining walls upto 300

mm height including cleaning the surface before treatment.

b) Laying brick bats with mortar using broken bricks/ brick bats 25 mm to

115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)

admixed with water proofing compound conforming to IS : 2645 and

approved by Engineer-in-charge over 20 mm thick layer of cement

mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge

to required slope and treating similarly the adjoining walls upto 300 mm

height including rounding of junctions of walls and slabs

c) After two days of proper curing applying a second coat of cement

slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge.


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d) Finishing the surface with 20 mm thick admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge

including laying glass fibre cloth of approved quality in top layer ofplaster and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3 mm deep.

e) The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. All above

Engineer-in-Charge :

16.3.1 With average thickness of 120 mm and minimum thickness at khurra as

65 mm. 4700 sqm

TOTAL AMOUNT (CIVIL)

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ELECTRICAL WORK1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FR PVC insulated copper conductor single core cable in surface/

recessed steel conduit with modular switch, modular plate, suitable GI

box and earthing the point with 1.5 sq.mm FR PVC insulated copper

conductor sin le core cable etc. as re uired.a) Group A 4297 point

2 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated

copper conductor single core cable in surface/ recessed steel conduit, 2

way modular switch. Modular plate, suitable GI box and earthing the

point with 1.5 sq.mm FR PVC insulated copper conductor single corecable etc. as re uired. 70 point

3 Wiring for light/ power plug with 2 x 4 sq.mm FR PVC insulated copper

conductor single core cable in surface/ recessed steel conduit alongwith

1 No. 4 sq.mm FR PVC insulated copper conductor single core cable for

loo earthin as re uired. 4000 metre

4 Wiring for light/ power plug with 4 x 4 sq.mm FR PVC insulated copper

conductor single core cable in surface/ recessed steel conduit alongwith

2 Nos 4 sq.mm FR PVC insulated copper conductor single core cable

for loo earthin as re uired. 4000 metre

5 Wiring for circuit/ subamin wiring alongwith earth wire with the following

sizes of FR PVC insulated copper conductor, single core cable in

surface/ recessed steel conduit as required.a) 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire 2500 metre

b) 4 x 1.5 sq.mm + 2 x 1.5 sq.mm earth wire 2500 metre

c) 2 x 6 sq.mm + 1 x 6 sq.mm earth wire 200 metre

d) 4 X 10 sq. mm + 2 X 10 sq. mm earth wire 1200 metre

e) 4 X 16 sq. mm + 2 X 16 sq. mm earth wire 1200 metre

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6 Supplying and fixing of following sizes of steel conduit along with

accessories in surface/recess including painting in case of surfaceconduit, or cutting the wall and making good the same in case of

recessed conduit as re uired.a) 20 mm 4000 metre

b) 25 mm 5000 metre

7 Supplying and drawing following pair 0.5 mm dia FR PVC insulated

annealed copper conductor, unarmored telephone cable in the existing

surface/ recessed steel/ PVC conduit as re uired.

a) 2 pair 500 metre

8 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid

copper conductor PE insulated, shielded with fine tinned copper braid

and protected with PVC sheath in the existing surface/ recessed steel/

PVC conduit as re uired. 300 metre

9 Supplying and drawing cat-6 UTP cable in the existing surface/ recessed

steel/ PVC conduit as re uired. 14000 metre

10 Supplying and fixing stepped type electronic fan regulator on the existingmodular plate switch box including connections but excluding modular

late etc. as re uired. 818 each

11 Supplying and fixing suitable size GI box with modular plate and cover in

front on surface or in recess including providing and fixing 6 pin 5/6 &

15/16 amps modular socket outlet and 15/16 amps modular switch,

connection, aintin etc. as re uired. 796 each

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front on surface or in recess including providing and fixing 3 pin 5/6

Amp.modular socket outlet and 5/6 Amp Modular Switch, Connectionetc. as reqd. (For light plugs to be used in Non-Residential Buildings.) 655 each


front on surface or in recess including providing and fixing 3 Nos. 5/6

. . .

connection, aintin etc. re d. For com uter oint . 608 each

14 Supplying and fixing following size/ modules, GI box alongwith modular

base & cover plate for modular switches in recess etc as required.

a) 1 or 2 Module (75mmX75mm) 648 each

15 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding modular

late etc. as re uired.a) RJ-45 Lan socket (Cat 6) 608 Each

b) Telephone socket outlet 29 each

c) TV Antenna Socket outlet. 11 each

16 Supplying and fixing following way, single pole and neutral, sheet steel,

MCB distribution board, 240 volts, on surface/recess, complete with

tinned copper bus bar, neutral bus bar, earth bar, din bar,

interconnections, power painted including earthing etc as required (But

without MCB/RCCB/Isolator .a) 2 + 8 Way double door. 3 each

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(In figure) (In words)UnitDescription of

Documents

Schedule Of Quantity 600 Seater Hostel