estimate guide

7/26/2019 Estimate guide

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SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKSDEPARTMENT IN FORCE FROM 01-06-2009

S.No. PARTICULARS UNIT QTY RATE AMOUNT

1 Surface dressing of the ground including removingvegetation and making up undulations and in-equalitiesnot exceeding 15 cms in depth/ height includingdisposal of rubbish upto 1.5 m lift and lead upto 50m (atleast 5m aa! from the dressed area".

(#tem no. 1.$" Sqm 1050.00 %.15 %&5'.50

2 xcavation for all t!pes and si)es of foundations*trenches and drains or for an! other purpose includingdisposal of excavated stuff upto 1.5 m lift and lead upto

50m (at least 5m aa! from the excavated area"*including dressing and leveling of pits.

#n all t!pes of soil

(#tem no. 1.1.1" +um ,'5.'0 11$.,0 ,'',.

xtra for ever! additional lift of 1.5 m or part thereof.


(#tem no. 1..1" +um &50.$, 15.&0 5&5.$,

roviding and la!ing nominal mix cement concrete ithcrushed stone aggregate using concrete mixer infoundation* plinth and at ground level excluding cost ofform ork.

1%, (1 cement % coarse sand , graded stoneaggregate %0mm nominal si)e".

(#tem no. &.1.$" +um 1'%.%% $051.00 &5'',0.0&

! roviding and la!ing nominal mix reinforcement cementconcrete ith crushed stone aggregate using concretemixer in all orks upto floor five level excluding cost ofreinforcement and form ork.

11& (1 cement 1 coarse sand & graded stoneaggregate $0mm nominal si)e".

(#tem no. &.%.$" +um 1&.$, &$0.0 $01,$&1.0'


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" roviding and fixing formork including centering*shuttering* strutting* staging* propping bracing etc.complete and including its removal at all levels* for

2oundations* footings* base of columns and plinth beamin an! shape and si)e.

(#tem no. $.1.1" Sqm '&.0, '&.,0 %'&.&0

+olumns* illars* iers and likes- rectangular or squarein shape

(#tem no. $.1." Sqm 1$15.00 1,&.50 $$$5$.50

Suspended floors* roofs* access platform* balconies(plain surfaces" and shelves (cast in situ"

(#tem no. $.1.," Sqm 1,&.1& 1%'.&5 $'05.

3eams* lintels* cantilevers 4 alls

(#tem no. $.1." Sqm 11%0.0 1&.'5 1550&.$1

Stair cases of all t!pes excluding spiral and folded platet!pe* including risers and landings

(#tem no. $.1.1" Sqm 1'.', 1&.,0 $'%,1.55

6 roviding and placing in position reinforcement for.+.+. ork including straightening* cutting* bending*binding etc. complete as per draings including cost ofbinding ire all complete

6hermo-7echanicall! treated bars

(#tem no. &.1%.1" 8g 1%00.00 %.,0 $,'&5$0.00

# roviding and filling in plinth ith sand/ +rusher dustand hard moorum under floor in la!ers not exceeding$0cm in depth consolidating each deposited la!er b!ramming and atering* including dressing etc.complete.

(#tem no. 1.1," cum 151'.5 &1.'5 %,0.1

$ 3rick ork ith modular ell burnt cla! bricks ofcrushing strength not less than $5 kg/sqcm and aterabsorption not more than $09 in foundation and plinthin

+ement 7ortar 1 (1 +ement +oarse Sand"

(#tem no. '.$.$" +um %,. $%'.0 1$0'%$.,,



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9 roviding and la!ing damp proof course (upto 50mmthick" ith plain cement concrete 1$% (1 cement $coarse sand % graded crushed stone aggregate $0mmnominal si)e" including formork.

(#tem no. &.1'" +um $.'1 &&$1.'0 ,1.,%

10 :ppl!ing a coat of hot bitumen &0/%0 using ; 1.'kg/sqm on damp proof course after cleaning the surfaceith brushes and finall! ith a piece of cloth lightl!soaked in kerosene oil.

(#tem no. '.5.1" Sqm 5%.1% ',.,5 %$,.%

11 3rick ork ith modular ell burnt cla! bricks ofcrushing strength not less than $5 kg/sqcm and aterabsorption not more than $09 in Superstructure


(#tem no. '.5.1" +um %,.'$ $'01.$5 1&1%'5'.,0

12


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1"

roviding and fixing aluminium ork for doors*indos* ventilators and partitions made out ofextruded aluminium standard sections (main sectionith minimum 1.5mm thickness" conforming to #S '&&*

#S 1$,5 mitred and =ointed mechanicall! includingaluminium cleats* neoprene eather stripping gasketbeveled edge beading* scres dul! fixed in all/ floorith fixing clips or hold fasteners or bolts and nuts asrequired aluminium sections shall be anodi)edtransparent or d!ed to approved shade according to #S1,,* minimum anodic coating shall be of grade :+-15.(>la)ing and panelling to be paid for separatel!

2or shutter of doors* indos 4 ventilators includingproviding and making provision for fixing of fittingherever required including the cost of ?+/ neoprenegasket required (2ittings shall be paid for separatel!".

(#tem no. .%5.$" 8g 1$&.,% $0.10 &5''.5,

16 roviding and fixing gla)ing in aluminium door* indo*

ventilator shutters and partitions etc. ith ?+/neoprene gasket etc. complete. (+ost of aluminiumsnap beading shall be paid in basic item"

@ith float glass panes of % mm thickness

(#tem no. .%.1" Sqm 15%., %%.50 '&'.1


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1# roviding and fixing &0mm thick factor! made panel?+ door shutter consisting of frame made out of 7.S.tubes of 1 gauge thickness and si)e of 1mm x 1mmfor st!les and 15x15mm for top 4 bottom rails. 7.S.frame shall have a coat of steel primers of approvedmake and manufacture . 7.S. frame covered ith 5mmthick heat moulded ?+ A+A channel of si)e &0mmthickness* '0mm idth out of hich 50mm shall be flatand $0mm shall be tapered in %5degree angle on eitherside forming st!lesB and 5mm thick* 5mm ide ?+sheet out of hich '5mm shall be flat and $0mm shallbe tapered in %5 degree on the inner side to form topand bottom rail and 115mm ide ?+ sheet out ofhich '5mm shall be flat and $0mm shall be tapered onboth sides to form lock rail. 6op* bottom and lock railsshall be provided either side of the panel. 10mm (5mmx $ " thick* $0mm ide cross ?+ sheet be provided asgap insert for top rail 4 bottom rail. paneling of 5mmthick both side ?+ sheet to be fitted in the 7.S. frame

elded/ sealed to the st!les 4 rails ith 'mm(5mmC$mm" thick x 15mm ide ?+ sheet beading oninner side* and =oined together ith solvent cementadhesive. :n additional 5mm thick ?+ strip of $0mmidth is to be stuck on the interior side of the A+A+hannel using ?+ solvent adhesive etc. complete asper 7anufacturerDs specification including & nos #S#marked stainless steel hinges of si)e 100x5,x1. mmcomplete. (for @.+. and bathroom door shutter".

3oth side re-laminated panel ?+ door shutter(#tem no. ,.15,.$" Sqm 1,.0 $5%.'0 %,%'$.,&

1$ roviding and fixing S.S. finished brass butt hinges ithnecessar! S.S. finished 7S scres complete

1$5x,5x5.50 mm (


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$50x1x5mm

(#tem no. ,.,.$" ach 1$%.00 $,'.&0 &5$5.$0

21 roviding and fixing S.S. finished brass handle ithnecessar! S.S. finished 7S scres complete

1$5 mm

(#tem no. ,.&.1" ach 1$%.00 5.5 '&.0

22 roviding and fixing 150mm S.S. finished brass floordoor stoppers ith rubber cushion ith necessar! S.S.finished 7S scres to suit thickness of shutters.

(#tem no. ,." ach $.00 '.%5 %$5.0

2 roviding and fixing S.S. finished brass toer bolts(3arrel t!pe" ith necessar! S.S. finished 7S screscomplete

$00 x10mm(#tem no. ,.0.$" ach %1.00 $5.50 1051.50

150 x 10 mm

(#tem no. ,.0.&" ach $1.00 1%.15 %0''.15

2! roviding and fixing both side polished &0 mm thick:E#7 S:FG S6HF shelves fixed in alls in cementmortar 1& (1 cement & coarse sand" including

finishing complete.

(#tem no. .$5" Sqm 55.%% $,.55 105$.5

2" roviding and fixing 7.S. grill of approved pattern madeof 7.S. flats or square or round bars elded to steelframe of indos etc. including appl!ing a priming coatof red oxide )inc chromate primer..

(#tem no. .1" 8g &01.,0 0.'0 &,$51.$

26 roviding stainless steel railing/ grill made of S.S. flats*hollo S.S. pipe or square/ rectangular sections ofapproved design fixing in stair case* balcon! or otherplaces ith metal fasteners and stainless steel bolts etccomplete.

(#tem no. .5%" 8g $5,.%, &,0.15 ,$1.1'



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2# roviding and fixing in position collapsible steel shuttersith vertical channels $0x10x$mm and braced ith flatiron diagonals $0x5mm si)e ith top and bottom rails of6-iron %0x%0xmm ith &,mm steel pulle!s completeith bolts* nuts* locking arrangement stoppers* handles

including appl!ing a priming coat of red oxide )incchromate primer.

(#tem no. ." Sqm 1&.$ $&55.5 &$'%.,$

2$ mm thick cement plaster of mix

#n +ement mortar 1& (1 cement & fine sand"

(#tem no. 11.1.1" Sqm 1,05.0$ '5.%0 1&0,.55

29 1$mm thick cement plaster of mix

#n +ement 7ortar 15 (1 cement 5 fine sand"

(#tem no. 11.$.&" Sqm %&0., '$.0 &1&',.,%

0 1, mm thick cement plaster ith under la!er of 1$mmthick cement plaster 15 (1 cement 5 fine sand"

finished ith a top la!er of mm thick cement plaster1& (1 cement & fine sand".

(#tem no. 11.'" Sqm &$&&.&1 1$0.0 &00'.

1 roviding and la!ing vitrified floor tiles ith doublecharge/ multi charge printing ith ater absorption less

than 0.59 and conforming to #S 15$$ of approvedmake in all colours and shades and si)e mentionedbelo (C/- 10mm"* laid on $0mm thick cement mortar1% (1 cement % coarse sand" including grouting the

=oints ith hite cement and matching pigments etc.complete

Si)e 00x00mm

(#tem no. 1$.11.1" Sqm 10%0.1& 50.5 ,111.$

2 $5 mm thick 8H6: stone slab flooring over $0mm(average" thick base of cement mortar 1% laid over and

=ointed ith gre! cement slurr! mixed ith pigment tomatch the shade of the slab including grinding rubbingand polishing etc. complete (:rea of slab to be over0.$0 sq.m and upto 0.50 sq.m"

(#tem no. 1$.%5" Sqm 5',.01 5,%.5 &&'&&.55



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8H6: stone slab $5mm thick in risers and treads ofsteps* skirting dado and pillar laid in 1$mm (average"thick cement mortar 1& (1 cement & coarse sand" and

=ointed ith gre! cement slurr! mixed ith pigment tomatch the shade of the slab including rubbing and

polishing complete. (single stone is to be used for riserand treads of steps and the idth of stone for skirtingand dado shall be equal to the height of skirting/ dadoith a minimum length of 1.0 7."

(#tem no. 1$.%" Sqm $$%.& 50.10 1%0&%.5

! roviding and fixing ceramic gla)ed all tilesconforming to #S 15$$ of approved make* colours*shades and si)e on all and dados over 1$ mm thickbed of cement 7ortar 1& (1 cement & coarse sand"

and =ointing ith gre! cement slurr! ; &.&kg per sqmincluding pointing in hite cement mixed ith matching

pigment complete(#tem no. 1$." Sqm &%., 5&$.&5 $10$1.

" roviding and la!ing rectified ceramic gla)ed floor tiles&00x&00mm conforming to #S 15$$ of approvedmake* colour* shade laid on $0 mm thick +ement 7ortar1% (1 cement % coarse sand" including pointing the

=oints ith hite cement mixed ith matching pigmentetc.* complete.

#n colours such as @hite* #vor!* >re!* 2ume ed 3ron*

(#tem no. 1$.,.$" Sqm 10&.5 ,50.$0 ,,&',.$

6 15 mm thick 7arble ork (machine cut* table rubbed 4polished" for kitchen platform* vanit! counters* indosills and similar locations of required si)e laid over

$0mm thick base cement mortar 1% (1 cement %coarse sand" including =oints treated ith hite cementmixed ith matching pigment including rubbing andpolishing to edge moulding to give high gloss finish.

Idaipur green marble

(#tem no. 1&.&.5" Sqm &1.$ 15$1.&0 %'555.,%

# xtra for fixing marble /granite stone in facia and dropsof idth upto 150 mm ith epox! resin based adhesiveinstead of cement mortar including cleaning etc.complete.

(#tem no. 1&.," 7etre 5$.10 $$,.$0 11,,.$$



9/60


$ xtra for making opening of required si)e 4 shape forash basins/ kitchen sink in kitchen platform* vanit!counters and similar location in marble/>ranite/stoneork including making necessar! holes for pillar taps

etc. including rubbing and polishing of cut edges etc.complete

(#tem no. 1&." ach '.00 $$,.$0 15'.%0

9 +ement concrete flooring ith cement concrete 1$% (1cement $ coarse sand % graded stone aggregate$0mm" finished ith a floating coat of neat cement..

%0 mm thick

(#tem no. 1$.$.1" Sqm '0.$1 1'1.&5 1$15$&.1&

!0 roviding and appl!ing plaster of paris putt! overplastered all surface including scaffolding complete

Ipto $ mm thickness to make surface even and smoothin line and level.

(#tem no. 11.%1.1" Sqm %&0., %.'5 $01&51.&$

!1 roviding and appl!ing plaster of paris putt! overplastered ceiling surface including scaffolding complete.

Ipto $ mm thickness to make surface even and smoothin line and level.

(#tem no. 11.%$.1" Sqm 1,05.0$ 51.%0 $'',.05

!2 roviding and appl!ing $mm thick read! mix exterior

grade putt! (3irla all care* :lltek Superfine @/ of(F+J"* E.8. all putt!" on alls to make the surfacesmooth and even.

(#tem no. 1%.10" Sqm &$&&.&1 %$.5 1&'00.,%

! @all painting ith acr!lic premium emulsion (plastic"paint ($nd top most approved branded qualit!" to give aneven shade.

Hn ne ork (6o or more coats"

(#tem no. 1%.'.1" Sqm 11$.00 &'.%5 $$,,%.%$

!! ainting ne exterior surface (to or more coats" ith

7#I7 6K6IG paint as per manufacturerAsspecifications to give protective and decorative finishincluding cleaning ashing of surface etc. completeith

Hn ne ork (6o or more coats "


10/60


(#tem no. 1%.1$.1" Sqm &$&&.&1 '&.50 $&'%,.5,

!" 7aking 50mm thick plinth protection of plain cementconcrete 1& (1 cement & coarse sand gradedcrushed stone aggregate $0mm nominal si)e" over

'5mm bed of dr! brick ballast %0mm nominal si)e ellrammed and consolidated and grouted ith sandincluding finishing the top smooth.

(#tem no. 1%.1$.1" Sqm 1''.1% 1,.05 &$5.0

!6 roviding arrangement of ain @ater


11/60

S4> E//,,+ A88%%. E//,,+ E?,4%7, E//,,+

C.G.S%&%, A+'. M&+%. Bo&+( C.G.S%&%, A+'. M&+%. Bo&+( C.G.S%&%, A+'. M&+%. Bo&+(


12/60

DETAILS OF MEASUREMENTS

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

1 Surface dressing of the groundincluding removing vegetation and

making up undulations and in-equalities not exceeding 15 cms indepth/ height including disposal ofrubbish upto 1.5 m lift and lead upto50m (at least 5m aa! from thedressed area".

$ xcavation for all t!pes and si)es offoundations* trenches and drains orfor an! other purpose includingdisposal of excavated stuff upto 1.5 mlift and lead upto 50m (at least 5maa! from the excavated area"*including dressing and leveling of pits.

1x1 1 '0.00 15.00 1050.00

To%&' 10"0.00 S

#n all t!pes of soil2or +olumns 1x$ $ $.10 $.%0 $.50 ',1.$0

1x10 10 1.,0 $.10 $.50 %.50

To%&' $#".#0 C4

xtra for ever! additional lift of 1.5 mor part thereof.


2or +olumns 1x$ $ $.10 $.%0 1.00 &1$.%,1x10 10 1.,0 $.10 1.00 &'.,0

To%&' "0.2$ C4

&roviding and la!ing nominal mixcement concrete ith crushed stoneaggregate using concrete mixer infoundation* plinth and at ground levelexcluding cost of form ork.

1%, (1 cement % coarse sand , gradedstone aggregate %0mm nominal si)e".

2or +olumns 1x$ $ $.10 $.%0 0.15 %.,'

1x10 10 1.,0 $.10 1.15 %&.%'

2or Inder floor

Jecture 6heater 1x1 1 .00 11.10 0.15 .

>ents 6oilet 1x1 1 &.&0 5.$0 0.15 $.5'

Store 1x1 1 &.&0 %.00 0.15 1.,

Staircase # 1x1 1 &.&0 .00 0.15 $.'

I.>.Jab 1x1 1 10.&0 .00 0.15 .$'


13/60

.>.+lass oom 1x1 1 %.'0 &.&0 0.15 $.&&

antr! 1x1 1 1.,5 &.&0 0.15 0.$

Jab 6echnician oom 1x1 1 &.&0 $.50 0.15 1.$%

.>. Jab 1x1 1 &.&0 .00 0.15 $.'

+hambers for :ssistant rofessor 1x1 1 .,0 .00 0.15 .1$:ssociate rofessor oom 1x1 1 &.&0 .00 0.15 $.'


14/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

+hha==a

+olumns above .J. upto >round1x1 1 &.&0 0.$0 0.&0 0.$0

2loor Slab

1x$ $ 0.$0 0.%0 %.00 1.,%

1x10 10 0.&0 0.0 %.00 '.$0

3eams at lintel level

:long K axis 1x$ $ $.0 0.$0 0.&0 0.&1

1x$ $ $.,0 0.$0 0.&0 0.&%

1x$$ $$ &.&0 0.$0 0.&0 %.&

1x, , &.$5 0.$0 0.&0 1.5

1x$ $ &.$0 0.$0 0.&0 0.&,

1x1% 1% &.10 0.$0 0.&0 $.0

1x1 1 &.00 0.$0 0.&0 0.1,

:long L axis 1x$x$ % &.55 0.$0 0.&0 0.,5

1x$ $ &.%0 0.$0 0.&0 0.%1

1x& & $.,0 0.$0 0.&0 0.501x1$x$ $% $.'0 0.$0 0.&0 &.,

1x1 1 $.10 0.$0 0.&0 0.1&

1x1 1 &.&0 0.$0 0.&0 0.$0

1x$x$ % 1.%0 0.10 0.$0 0.11

1x$ $ $.$0 0.10 0.$0 0.0

1x1 1 $.$0 0.0 0.10 $.51

1x& & 1.&0 0.0 0.10 0.$&

1x10 10 $.0 0.0 0.10 1.'%

1x1 1 $.'0 0.0 0.10 0.1

1x& & $.0 1.$0 0.10 1.0%

antr! latform 1x1 1 &.&0 0.,0 0.10 0.$

I.>.Jab latform 1x$ $ .00 0.,0 0.10 0.

1x1 1 10.&0 0.,0 0.10 0.,$

Joft for antr! 1x1 1 &.&0 0.0 0.10 0.$0

Joft for Store 1x1 1 %.00 0.,0 0.10 0.&$

1x1 1 1.50 0.,0 0.10 0.1$

>round floor Slab beams

:long K axis 1x$ $ $.0 0.$0 0.&0 0.&1

1x$ $ $.,0 0.$0 0.&0 0.&%

1x$, $, &.&0 0.$0 0.&0 5.5%

1x, , &.$5 0.$0 0.&0 1.51x$ $ &.$0 0.$0 0.&0 0.&,

1x1% 1% &.10 0.$0 0.&0 $.0

1x1 1 &.00 0.$0 0.&0 0.1,

:long L axis 1x$x$ % &.55 0.$0 0.&0 0.,5

1x$ $ &.%0 0.$0 0.&0 0.%1

1x1 1 1.'0 0.$0 0.&0 0.10

1x1 1 $.,0 0.$0 0.&0 $.

1x1$x$ $% $.'0 0.$0 0.&0 &.,

1x1 1 $.10 0.$0 0.&0 0.1&


15/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

o

1x1

1

&.&0

0.$0

0.&0

0.$0

1x&&

.000.&00.0

&.$%

>round 2loor Slab

Jecture 6heater1x1

1.00&.550.1$

$.5

1x11

.00&.%$0.1$

$.%

1x11

.00&.5'0.1$

$.5'


16/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

2irst 2loor Slab

1x1

1

&.&0

0.$0

0.&0

0.$0

1x$x$%

1.%00.100.$0

0.11

1x$$

$.$00.100.$0

0.0

+hha==a

1x1

1$.$00.00.10

$.51

1x&&

1.&00.00.10

0.$&

1x1010$.00.00.10

1.'%

1x11

$.'00.0


17/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

+hha==a

+orridor 1x1

1x1

1

1

&.&0

&.&0

5.'0

%.,0

0.1$

0.1$

$.$

1.0

1x1% 1% &.&0 $.,0 0.1$ 15.5$

1x1 1 &.&0 $.50 0.1$ 0.

1x1 1 &.&0 1.50 0.1$ 0.5

ro=ections ith slab 1x11 11 0.0 0.0 0.15 0.5

1x& & %.10 0.0 0.15 1.11

1x1$ 1$ 1.&0 0.0 0.1$ 1.1$

S4> To 1!.$" C4

S,o/( F'oo+

+olumns above first floor slab uptosecond floor slab

1x$ $ 0.$0 0.%0 %.00 1.,%

1x10 10 0.&0 0.0 %.00 '.$0


:long K axis 1x$ $ $.0 0.$0 0.&0 0.&1

1x$ $ $.,0 0.$0 0.&0 0.&%1x$$ $$ &.&0 0.$0 0.&0 %.&

1x, , &.$5 0.$0 0.&0 1.5

1x$ $ &.$0 0.$0 0.&0 0.&,

1x1% 1% &.10 0.$0 0.&0 $.0

1x1 1 &.00 0.$0 0.&0 0.1,

:long L axis 1x$x$ % &.55 0.$0 0.&0 0.,5

1x$ $ &.%0 0.$0 0.&0 0.%1

1x& & $.,0 0.$0 0.&0 0.50

1x1$x$ $% $.'0 0.$0 0.&0 &.,

1x1 1 $.10 0.$0 0.&0 0.1&

1x1 1 &.&0 0.$0 0.&0 0.$0

1x$x$ % 1.%0 0.10 0.$0 0.11

1x$ $ $.$0 0.10 0.$0 0.0

1x1 1 $.$0 0.0 0.10 $.51

1x& & 1.&0 0.0 0.10 0.$&

1x10 10 $.0 0.0 0.10 1.'%

1x1 1 $.'0 0.0 0.10 0.1

1x& & $.0 1.$0 0.10 1.0%

antr! latform 1x1 1 &.&0 0.,0 0.10 0.$

Joft for antr! 1x1 1 &.&0 0.0 0.10 0.$0

Joft for Store 1x1 1 %.00 0.,0 0.10 0.&$1x1 1 1.50 0.,0 0.10 0.1$

Second 2loor Slab beams

:long K axis 1x$ $ $.0 0.$0 0.&0 0.&1

1x$ $ $.,0 0.$0 0.&0 0.&%

1x$, $, &.&0 0.$0 0.&0 5.5%

1x, , &.$5 0.$0 0.&0 1.5

1x$ $ &.$0 0.$0 0.&0 0.&,

1x1% 1% &.10 0.$0 0.&0 $.0

1x1 1 &.00 0.$0 0.&0 0.1,


18/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

:long L axis 1x$x$ % &.55 0.$0 0.&0 0.,5

1x$ $ &.%0 0.$0 0.&0 0.%1

1x1 1 1.'0 0.$0 0.&0 0.10

1x1 1 $.,0 0.$0 0.&0 $.

1x1$x$ $% $.'0 0.$0 0.&0 &.,

1x1 1 $.10 0.$0 0.&0 0.1&

1x1 1 &.&0 0.$0 0.&0 0.$0

1x& & .00 0.&0 0.0 &.$%

Second 2loor Slab

Jecture 6heater 1x1 1 .00 &.55 0.1$ $.5

1x1 1 .00 &.%$ 0.1$ $.%

1x1 1 .00 &.5' 0.1$ $.5'

>ents 6oilet 1x1 1 &.&0 5.$0 0.1$ $.0

Store 1x1 1 &.&0 %.00 0.1$ 1.5,

I.>.Jab 1x$ $ &.$5 .00 0.1$ %.,

1x1 1 &.$0 .00 0.1$ $.&0

.>.+lass oom 1x1 1 %.'0 &.&0 0.1$ 1.,

antr! 1x1 1 1.,5 &.&0 0.1$ 0.'&

Jab 6echnician oom 1x1 1 &.&0 $.50 0.1$ 0.

.>. Jab 1x1 1 &.&0 .00 0.1$ $.&,

+hambers for :ssistant rofessor 1x$ $ &.$5 .00 0.1$ %.,

:ssociate rofessor oom 1x1 1 &.&0 .00 0.1$ $.&,

To 16.1! C4

S%&+

+olumns above Second floor slabupto top

1x$ $ 0.$0 0.%0 0.0 %.%

1x10 10 0.&0 0.0 0.0 1.$

1x$x 1$ 0.$0 0.%0 1.0 1.5%

2rom .J. to >.2. Slab Jevel

@aist slab $x1 $ %., 1.50 0.15 $.11


19/60

$x1 $ %.&$ 1.50 0.15 1.%

Janding $x1 $ 1.50 &.&0 0.15 1.%

$x1 $ 0.,0 1.50 0.15 0.&

Steps $x$x0.5 $ 1.50 0.&0 0.15 1.'&

2rom >.2. Slab Jevel to 2.2.Slab Jevel

@aist slab $x1

$x1

$

$

%.,

%.&$

1.50

1.50

0.15

0.15

$.11

1.%

Janding $x1 $ 1.50 &.&0 0.15 1.%

$x1 $ 0.,0 1.50 0.15 0.&

Steps $x$x0.5 $ 1.50 0.&0 0.15 1.'&

2rom 2.2. Slab Jevel to 6errace 2loorSlab Jevel

@aist slab $x1 $ %., 1.50 0.15 $.11

$x1 $ %.&$ 1.50 0.15 1.%

Janding $x1 $ 1.50 &.&0 0.15 1.%$x$ % 0.,0 1.50 0.15 0.'$

Steps $x$x0.5 $ 1.50 0.&0 0.15 1.'&

Stair toer slab beams $x% , $.'0 0.$0 0.&0 1.&0

$x& &.&0 0.$0 0.&0 1.1

Stair toer slab $x$ % $.0 &.&0 0.15 5.'%

+hha==a 1x1 1 &.&0 0.0 0.10 0.$0

S4> To 9.2$ C4

G+&/( To%&' 6:A1.B2$CDC4EF;

5 roviding and fixing formorkincluding centering* shuttering*strutting* staging* propping bracingetc. complete and including itsremoval at all levels* for

M 2oundations* footings* base ofcolumns and plinth beam in an!shape and si)e.

2ootings 1x$x$ 1$% 1.,0 0.50 111.0

1x$x$ 1$% $.10 0.50 1&0.$0

1x$x10 $0 1.50 0.%5 1&.50

1x$x10 $0 1.,0 0.%5 1.$0+olumns up to >.J. 1x$x$ 1$% 0.$0 1.,5 %5.,,

1x$x$ 1$% 0.%0 1.,5 1.'

1x$x10 $0 0.&0 1.0 11.%0

1x$x10 $0 0.0 1.0 $$.,0

+olumns from >.J. to .J. 1x$x$ 1$% 0.$0 1.05 $.0%

1x$x$ 1$% 0.%0 1.05 5$.0,

1x$x10 $0 0.&0 1.05 .&0

1x$x10 $0 0.0 1.05 1$.0

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


20/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

linth beams

:long K axis

1x$x$

%

$.00.&0

&.1$

1x$x$%

$.,00.&0

&.&

1x&%x$&,

&.&00.&0

&'.$

1x1%x$

$,&.100.&0

$.0%

1x1x$$

&.000.&0

1.,0

:long L axis

1x$x$x$

,

&.55


21/60

M Suspended floors* roofs* accessplatform* balconies (plain surfaces"and shelves (cast in situ"

+hha==a

1x1 1 $.$0 0.0 $5.0,

1x& & 1.&0 0.0 $.&%

1x10 10 $.0 0.0 1'.%0

1x1 1 $.'0 0.0 1.$

1x& & $.0 1.$0 10.%%

0.00

antr! latform 1x1 1 &.&0 0.0 1.,

I.>.Jab latform 1x$ $ .00 0.0 '.$0

1x1 1 10.&0 0.0 .1,

Joft for antr! 1x1 1 &.&0 0.%0 1.&$

Joft for Store 1x1 1 %.00 0.0 $.%0

1x1 1 1.50 0.0 0.0

>round 2loor oof SlabJecture 6heater 1x1 1 .00 &.55 $1.&0

1x1 1 .00 &.%$ $0.5&

1x1 1 .00 &.5' $1.%&

>ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

I.>.Jab 1x$ $ &.$5 .00 &.00

1x1 1 &.$0 .00 1.$0

.>.+lass oom 1x1 1 %.'0 &.&0 15.51

antr! 1x1 1 1.,5 &.&0 .11

Jab 6echnician oom 1x1 1 &.&0 $.50 ,.$5

.>. Jab 1x1 1 &.&0 .00 1.,0+hambers for :ssistant rofessor 1x$ $ &.$5 .00 &.00

:ssociate rofessor oom 1x1 1 &.&0 .00 1.,0


22/60

1x1 1 $.'0 0.0 1.$

1x& & $.0 1.$0 10.%%

antr! latform 1x1 1 &.&0 0.0 1.,

Joft for antr! 1x1 1 &.&0 0.%0 1.&$Joft for Store 1x1 1 %.00 0.0 $.%0

1x1 1 1.50 0.0 0.0

2irst 2loor oof Slab

Jecture 6heater 1x1 1 .00 &.55 $1.&0

1x1 1 .00 &.%$ $0.5&

1x1 1 .00 &.5' $1.%&

>ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

I.>.Jab 1x$ $ &.$5 .00 &.00

1x1 1 &.$0 .00 1.$0

.>.+lass oom 1x1 1 %.'0 &.&0 15.51

antr! 1x1 1 1.,5 &.&0 .11


.>. Jab 1x1 1 &.&0 .00 1.,0

+hambers for :ssistant rofessor 1x$ $ &.$5 .00 &.00



23/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

Second 2loor oof Slab

Jecture 6heater 1x1 1 .00 &.55 $1.&0

1x1 1 .00 &.%$ $0.5&

1x1 1 .00 &.5' $1.%&

>ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

I.>.Jab 1x$ $ &.$5 .00 &.00

1x1 1 &.$0 .00 1.$0

.>.+lass oom 1x1 1 %.'0 &.&0 15.51

antr! 1x1 1 1.,5 &.&0 .11


.>. Jab 1x1 1 &.&0 .00 1.,0

+hambers for :ssistant rofessor 1x$ $ &.$5 .00 &.00



24/60

1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

$x$x$ , 1.%0 0.$0 $.$%

$x$ % $.$0 0.$0 1.'

>round floor Slab beams:long K axis 1x$x$ % $.0 0.&0 &.1$

1x$x$ % $.,0 0.&0 &.&

1x$,x$ 5 &.&0 0.&0 55.%%

1x,x$ 1 &.$5 0.&0 15.0

1x$x$ % &.$0 0.&0 &.,%

1x1%x$ $, &.10 0.&0 $.0%

1x1x$ $ &.00 0.&0 1.,0

:long L axis 1x$x$x$ , &.55 0.&0 ,.5$

1x$x$ % &.%0 0.&0 %.0,

1x1x$x$ $ 1.'0 0.&0 1.0$

1x1x$ &$ $.,0 0.&0 $.,,

1x1$x$x$ %, $.'0 0.&0 &,.,,1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

1x&x$ .00 0.0 $1.0

S4> To #!."0 S

F+8% F'oo+


:long K axis 1x$x$ % $.0 0.&0 &.1$

1x$x$ % $.,0 0.&0 &.&

1x$$x$ %% &.&0 0.&0 %&.5

1x,x$ 1 &.$5 0.&0 15.0

1x$x$% &.$0 0.&0 &.,%

1x1%x$ $, &.10 0.&0 $.0%

1x1x$ $ &.00 0.&0 1.,0

:long L axis 1x$x$x$ , &.55 0.&0 ,.5$

1x$x$ % &.%0 0.&0 %.0,

1x&x$ $.,0 0.&0 5.0%

1x1$x$x$ %, $.'0 0.&0 &,.,,

1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

$x$x$ , 1.%0 0.$0 $.$%

$x$ % $.$0 0.$0 1.'

2irst floor Slab beams

:long K axis 1x$x$ % $.0 0.&0 &.1$1x$x$ % $.,0 0.&0 &.&

1x$,x$ 5 &.&0 0.&0 55.%%

1x,x$ 1 &.$5 0.&0 15.0

1x$x$ % &.$0 0.&0 &.,%

1x1%x$ $, &.10 0.&0 $.0%

1x1x$ $ &.00 0.&0 1.,0

:long L axis 1x$x$x$ , &.55 0.&0 ,.5$

1x$x$ % &.%0 0.&0 %.0,

1x1x$x$ $ 1.'0 0.&0 1.0$

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


25/60

1x1x$ &$ $.,0 0.&0 $.,,

1x1$x$x$ %, $.'0 0.&0 &,.,,

1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

1x&x$ .00 0.0 $1.0

S4> To #!."0 S

Second 2loor Slab


:long K axis 1x$x$ % $.0 0.&0 &.1$

1x$x$ % $.,0 0.&0 &.&

1x$$x$ %% &.&0 0.&0 %&.5

1x,x$ 1 &.$5 0.&0 15.0

1x$x$ % &.$0 0.&0 &.,%

1x1%x$ $, &.10 0.&0 $.0%

1x1x$ $ &.00 0.&0 1.,0

:long L axis 1x$x$x$ , &.55 0.&0 ,.5$

1x$x$ % &.%0 0.&0 %.0,1x&x$ $.,0 0.&0 5.0%

1x1$x$x$ %, $.'0 0.&0 &,.,,

1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

$x$x$ , 1.%0 0.$0 $.$%

$x$ % $.$0 0.$0 1.'

Second floor Slab beams

:long K axis 1x$x$ % $.0 0.&0 &.1$

1x$x$ % $.,0 0.&0 &.&

1x$,x$ 5 &.&0 0.&0 55.%%

1x,x$1 &.$5 0.&0 15.0

1x$x$ % &.$0 0.&0 &.,%

1x1%x$ $, &.10 0.&0 $.0%

1x1x$ $ &.00 0.&0 1.,0

:long L axis 1x$x$x$ , &.55 0.&0 ,.5$

1x$x$ % &.%0 0.&0 %.0,

1x1x$x$ $ 1.'0 0.&0 1.0$

1x1x$ &$ $.,0 0.&0 $.,,

1x1$x$x$ %, $.'0 0.&0 &,.,,

1x1x$ $ $.10 0.&0 1.$

1x1x$ $ &.&0 0.&0 1.,

1x&x$ .00 0.0 $1.0

S4> To%&' :C; #!."0 S

Stair toer slab beams

G+&/( To%&1' 1:A!0B.06CDS;

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

$x%x$ 1 $.'0 0.$0 ,.%

$x&x$ 1$ &.&0 0.$0 '.$

S4> To 16."6 S


26/60

M Stair cases of all t!pes excludingspiral and folded plate t!pe* includingrisers and landings

S%&+


@aist slab $x1 $ %., 1.50 1%.05

$x1 $ %.&$ 1.50 1$.5

Janding $x1 $ 1.50 &.&0 .0

$x1 $ 0.,0 &.&0 5.$,

isers $x$' 5% 1.50 0.15 11.


@aist slab $x1 $ %., 1.50 1%.05

$x1 $ %.&$ 1.50 1$.5

Janding $x1 $ 1.50 &.&0 .0

$x1 $ 0.,0 &.&0 5.$,

isers $x$' 5% 1.50 0.15 11.2rom 2.2. Slab Jevel to 6.2.Slab Jevel

@aist slab $x1 $ %., 1.50 1%.05

$x1 $ %.&$ 1.50 1$.5

Janding $x1 $ 1.50 &.&0 .0

$x$' % 0.,0 &.&0 10.5

isers $x$' 5% 1.50 0.15 11.

To%&' 16#.#$ S

roviding and placing in positionreinforcement for .+.+. ork includingstraightening* cutting* bending* bindingetc. complete as per draings includingcost of binding

ire all complete

6hermo-7echanicall! treated bars

6otal .+.+.@ork 1&.$, +um

S& 1%.00 +um


27/60

.+.+.

.+.+.up to >.J.

%.,'

1%1.&

Sub6ot .&, +um

(3"Inder floor

Jecture 6heater 1x1 1 .00 11.10 0.0 5.%>ents 6oilet 1x1 1 &.&0 5.$0 0.0 15.%%

Store 1x1 1 &.&0 %.00 0.0 11.,,

Staircase # 1x1 1 &.&0 .00 0.0 1'.,$

I.>.Jab 1x1 1 10.&0 .00 0.0 55.$

.>.+lass oom 1x1 1 %.'0 &.&0 0.0 1&.

antr! 1x1 1 1.,5 &.&0 0.0 5.%

Jab 6echnician oom 1x1 1 &.&0 $.50 0.0 '.%&

.>. Jab 1x1 1 &.&0 .00 0.0 1'.,$

+hambers for :ssistant rofessor 1x1 1 .,0 .00 0.0 &.'$

:ssociate rofessor oom 1x1 1 &.&0 .00 0.0 1'.,$


28/60

1x1 1 &.&0 0.$0 0.'5 0.50

1x1 1 &.55 0.$0 0.'5 0.5&

1x1 1 &.%0 0.$0 0.'5 0.51

2or Steps to +orridor

1x$ $ $.0 1.,0 0.&0 &.1&

1x$ $ $.0 1.50 0.15 1.&1

1x$ $ $.0 1.$0 0.15 1.0%

1x$ $ $.0 0.0 0.15 0.',

1x$ $ $.0 0.0 0.15 0.5$

1x$ $ $.0 0.&0 0.15 0.$

To%&' !$.69 C4

roviding and la!ing damp proofcourse (upto 50mm thick" ith plaincement concrete 1$% (1 cement $coarse sand % graded crushed stone

:long K axis 1x$ $ $.0 0.$0 0.05 0.05

1x$ $ $.,0 0.$0 0.05 0.0

1x&% &% &.&0 0.$0 0.05 1.1$

1x1% 1% &.10 0.$0 0.05 0.%&

1x1 1 &.00 0.$0 0.05 0.0&

:long L axis 1x$x$ % &.55 0.$0 0.05 0.1%

1x$ $ &.%0 0.$0 0.05 0.0'

1x1 1 1.'0 0.$0 0.05 0.0$

1x& & $.,0 0.$0 0.05 0.0,

1x1$x$ $% $.'0 0.$0 0.05 0.5

1x1 1 $.10 0.$0 0.05 0.0$1x1 1 &.&0 0.$0 0.05 0.0&

To%&' 2.#1 C4

10 :ppl!ing a coat of hot bitumen &0/%0using ; 1.'kg/ sqm on damp proofcourse after cleaning the surface ithbrushes and finall! ith a piece ofcloth lightl! soaked in kerosene oil.

:long K axis 1x$ $ $.0 0.$0 1.0%

1x$ $ $.,0 0.$0 1.1$

1x&% &% &.&0 0.$0 $$.%%1x1% 1% &.10 0.$0 ,.,

1x1 1 &.00 0.$0 0.0

:long L axis 1x$x$ % &.55 0.$0 $.,%

1x$ $ &.%0 0.$0 1.&

1x1 1 1.'0 0.$0 0.&%

1x& & $.,0 0.$0 1.,

1x1$x$ $% $.'0 0.$0 1$.

1x1 1 $.10 0.$0 0.%$

aggregate $0mm nominal si)e"including formork.

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


29/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

D,(4%o/8

F+8% F'oo+

1x1 1 &.&0 0.$0 0.

To%&' "!.1! S

11 3rick ork ith modular ell burntcla! bricks of crushing strength notless than $5 kg/sqcm and aterabsorption not more than $09 inSuperstructure


G+o4/( F'oo+

:long K axis 1x$ $ $.0 0.$0 &.%0 &.5%

1x$ $ $.,0 0.$0 &.%0 &.,1

1x$$ $$ &.&0 0.$0 &.%0 %.&'

1x, , &.$5 0.$0 &.%0 1'.,

1x$ $ &.$0 0.$0 &.%0 %.&5

1x1% 1% &.10 0.$0 &.%0 $.511x1 1 &.00 0.$0 &.%0 $.0%

:long L axis 1x$x$ % &.55 0.$0 &.%0 .

1x$ $ &.%0 0.$0 &.%0 %.$

1x1 1 1.'0 0.$0 &.%0 1.1

1x1 1 0.%0 0.$0 &.0 0.$

1x& & $.,0 0.$0 &.%0 5.'1

1x1$x$ $% $.'0 0.$0 &.%0 %%.0

1x1 1 $.10 0.$0 &.%0 1.%&

1x1 1 &.&0 0.$0 &.%0 $.$%

G1 1x1$ 1$ 1.$0 0.$0 $.10 -.05

G$ 1x1 1 1.10 0.$0 $.10 -0.%

G& 1x1 1 1.00 0.$0 $.10 -0.%$

G% 1x$ $ 0.0 0.$0 $.10 -0.'

@1 1x1 1 1.,0 0.$0 1.$0 -,.$1

@$ 1x1 1 1.$0 0.$0 1.$0 -0.$

@& 1x$ $ 0.0 0.$0 1.$0 -0.%&

? 1x1& 1& 0.0 0.$0 0.0 -1.%0

+> 1x$ $ $.0 0.$0 $.%0 -$.',

Hpenings in +orridor 1x1$ 1$ $.'0 0.$0 1.50 -.'$

1x1 1 1.10 0.$0 1.50 -0.&&S4>To% 1!$.62 C4

:long K axis 1x$ $ $.0 0.$0 &.%0 &.5%

1x$ $ $.,0 0.$0 &.%0 &.,1

1x$$ $$ &.&0 0.$0 &.%0 %.&'

1x, , &.$5 0.$0 &.%0 1'.,

1x$ $ &.$0 0.$0 &.%0 %.&5

1x1% 1% &.10 0.$0 &.%0 $.51

1x1 1 &.00 0.$0 &.%0 $.0%


30/60

:long L axis 1x$x$

1x$

%

$

&.55

&.%0

0.$0

0.$0

&.%0

&.%0

.

%.$

1x1 1 1.'0 0.$0 &.%0 1.1

1x1 1 0.%0 0.$0 &.0 0.$

1x& & $.,0 0.$0 &.%0 5.'1

1x1$x$ $% $.'0 0.$0 &.%0 %%.0

1x1 1 $.10 0.$0 &.%0 1.%&

1x1 1 &.&0 0.$0 &.%0 $.$%

D,(4%o/8

G1 1x1$ 1$ 1.$0 0.$0 $.10 -.05

G$ 1x1 1 1.10 0.$0 $.10 -0.%

G& 1x1 1 1.00 0.$0 $.10 -0.%$

G% 1x$ $ 0.0 0.$0 $.10 -0.'

@1 1x1 1 1.,0 0.$0 1.$0 -,.$1

@$ 1x1 1 1.$0 0.$0 1.$0 -0.$

@& 1x$ $ 0.0 0.$0 1.$0 -0.%&

? 1x1& 1& 0.0 0.$0 0.0 -1.%0

+> 1x$ $ $.0 0.$0 $.%0 -$.',

Hpenings in +orridor 1x10 10 1.,0 0.$0 1.,0 -.%,

1x& & $.0 0.$0 1.,0 -&.1&

1x1 1 1.10 0.$0 1.,0 -0.%0

S4>To% 1!$.66 C4

S,o/( F'oo+ Nt!. Same as 2irst floor S4>To%&' :C;1!$.66 C4

O/ T,++&,Staircase $x$x$ , $.'0 0.$0 $.$0 .50

$x$ % &.&0 0.$0 $.$0 5.,1

$x$x$ , $.'0 0.$0 0.&0 1.&0

$x$ % &.&0 0.$0 0.&0 0.'

Geductions

G$ 1x$ $ 1.10 0.$0 $.10 -0.$

P&+&5,%

:long K axis 1x$ $ $.0 0.$0 0.0 0.%

1x$ $ $.,0 0.$0 0.0 1.01

1x11 11 &.&0 0.$0 0.0 .5&

1x% % &.$5 0.$0 0.0 $.&%1x1 1 &.$0 0.$0 0.0 0.5,

1x1% 1% &.10 0.$0 0.0 '.,1

1x1 1 &.00 0.$0 0.0 0.5%

:long L axis 1x$ $ &.55 0.$0 0.0 1.$,

1x1 1 &.%0 0.$0 0.0 0.1

1x1 1 1.'0 0.$0 0.0 0.&1

1x$ $ $.'0 0.$0 0.0 0.'

1x1 1 $.,0 0.$0 0.0 0.50

arapet for elevation 1x1 1 .%0 0.$0 0.'0 0.0

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


31/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%S4>To% !0.#9 C4

G+&/( To%&' !:A$6.B#2CDC;4

1$ ents 6oilet 1x1 1 $.10 $.10 %.%1

1x$ $ 1.%0 $.10 5.,,

Jadies 6oilet 1x1 1 $.10 $.10 %.%1

1x$ $ 1.%0 $.10 5.,,

2or 3oxes 1x1' 1' 0.0 &.'0 &'.'%

1x$1 $1 0.50 &.'0 &,.,5

1x$ $ 0.,0 &.'0 5.$1x& & $.0 $.'0 $&.%

Hver +hha==as 1x5x$ 10 $.10 0.50 10.50

1x10 10 0.50 0.50 $.50

1x1 1 $.$0 0.$0 ,.&

1x$ &, 0.50 0.$0 &.,0

1x1& 1& 1.&0 0.$0 &.&,

1&x$ $ 0.50 0.$0 $.0

Geductions


32/60

S,o/( F'oo+

G5 1x$x$ % 0.'5 $.10 -.&0

Hpening 1x& & $.0 1.,0 -15.

>ents 6oilet 1x1 1 $.10

S4>To%

$.10

1".#6

%.%1

S

1x$ $ 1.%0 $.10 5.,,

Jadies 6oilet 1x1 1 $.10 $.10 %.%1

1x$ $ 1.%0 $.10 5.,,

2or 3oxes 1x1' 1' 0.0 &.'0 &'.'%

1x$1 $1 0.50 &.'0 &,.,5

1x$ $ 0.,0 &.'0 5.$

1x& & $.0 $.'0 $&.%

Hver +hha==as 1x5x$ 10 $.10 0.50 10.50

1x10 10 0.50 0.50 $.50

1x1 1 $.$0 0.$0 ,.&1x$ &, 0.50 0.$0 &.,0

1x1& 1& 1.&0 0.$0 &.&,

Geductions

1&x$ $ 0.50 0.$0 $.0

G5 1x$x$ % 0.'5 $.10 -.&0

Hpening 1x& & $.0 1.,0

S4>To%&'

-15.

:C;1".#6 S

T,++&, F'oo+

Hver +hha==as 1x$ $ &.'0 0.$0 1.%,

$x$ % 0.50 0.$0 0.%0S4>To% 1.$$ S

G+&/( To%&' !:A"$.B62CDS;

1& roviding ood ork in frames ofdoors* indos* clerestor! indosand other frames rought framed andfixed in position.

Sal* bi=asal* benteak* khair* haldu

G+o4/( F'oo+

F+8% F'oo+

G1 1x1$ 1$ 5.%0 0.100 0.1$5 0.,1

G$ 1x1 1 5.&0 0.100 0.1$5 0.0'

G& 1x1 1 5.$0 0.100 0.1$5 0.0'

G% 1x$ $ 5.10 0.100 0.1$5 0.1&

G5 1x% % %.5 0.100 0.1$5 0.$5

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

G1 1x1$ 1$ 5.%0 0.100 0.1$5 0.,1

G$ 1x1 1 5.&0 0.100 0.1$5 0.0'

G& 1x1 1 5.$0 0.100 0.1$5 0.0'

G% 1x$ $ 5.10 0.100 0.1$5 0.1&


33/60

S,o/( F'oo+

G5 1x% % %.5 0.100 0.1$5 0.$5

G1 1x1$ 1$ 5.%0 0.100 0.1$5 0.,1

G$ 1x1 1 5.&0 0.100 0.1$5 0.0'

G& 1x1 1 5.$0 0.100 0.1$5 0.0'G% 1x$ $ 5.10 0.100 0.1$5 0.1&

G5 1x% % %.5 0.100 0.1$5 0.$5

S%&+&8,

G$ 1x$ $ 5.&0 0.100 0.1$5 0.1&

To%&' !.0$ C4

1% roviding and fixing flush doorshutters* core of block boardconstruction ith frame of first classhard ood and ell matched firstclass #ndian teak pl! veneering on

one face and commercial pl!veneering on the other face of theshutter ith vertical grains* crossbands and face veneering excludinghinges.

&5 mm. thick (single leaf"

G+o4/( F'oo+

G1 1x1$ 1$ 1.$0 $.10 &0.$%

G$ 1x1 1 1.10 $.10 $.&1

G& 1x1 1 1.00 $.10 $.10

G% 1x$ $ 0.0 $.10 &.',

F+8% F'oo+

G1 1x1$ 1$ 1.$0 $.10 &0.$%

G$ 1x1 1 1.10 $.10 $.&1

G& 1x1 1 1.00 $.10 $.10

G% 1x$ $ 0.0 $.10 &.',

S,o/( F'oo+

G1 1x1$ 1$ 1.$0 $.10 &0.$%

G$ 1x1 1 1.10 $.10 $.&1

G& 1x1 1 1.00 $.10 $.10

G% 1x$ $ 0.0 $.10 &.',

S%&+&8,

G$ 1x$ $ 1.10 $.10 %.$

To%&' 119.91 S

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


34/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

15 roviding and fixing aluminium orkfor doors* indos* ventilators andpartitions made out of extrudedaluminium standard sections (mainsection ith minimum 1.5mm

thickness" conforming to #S '&&* #S1$,5 mitred and =ointed mechanicall!including aluminium cleats* neopreneeather stripping gasket bevelededge beading* scres dul! fixed inall/ floor ith fixing clips or holdfasteners or bolts and nuts asrequired aluminium sections shall beanodi)ed transparent or d!ed toapproved shade according to #S1,,* minimum anodic coating shallbe of grade :+-15. (>la)ing andpanelling to be paid for separatel!

2or shutter of doors* indos 4ventilators including providing andmaking provision for fixing of fittingherever required including the costof ?+/ neoprene gasket required(2ittings shall be paid for separatel!".

G+o4/( F'oo+

F+8% F'oo+

S,o/( F'oo+

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

To%&' 1"!.9$ S

; ,.00 8g/Sqm

To%&' 129.$! K


35/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

1 roviding and fixing gla)ing inaluminium door* indo* ventilatorshutters and partitions etc. ith ?+/neoprene gasket etc. complete. (+ostof aluminium snap beading shall be

paid in basic item"@ith float glass panes of % mmthickness

G+o4/( F'oo+

F+8% F'oo+

S,o/( F'oo+

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

? 1x1& 1& 0.0 0.$0 0.0 '.0$

To%&' 1"!.9$ S


36/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

1' roviding and fixing &0mm thickfactor! made panel ?+ door shutterconsisting of frame made out of 7.S.tubes of 1 gauge thickness and si)eof 1mm x 1mm for st!les and

15x15mm for top 4 bottom rails. 7.S.frame shall have a coat of steelprimers of approved make andmanufacture . 7.S. frame coveredith 5mm thick heat moulded ?+ A+Achannel of si)e &0mm thickness*'0mm idth out of hich 50mm shallbe flat and $0mm shall be tapered in%5degree angle on either side formingst!lesB and 5mm thick* 5mm ide?+ sheet out of hich '5mm shallbe flat and $0mm shall be tapered in%5 degree on the inner side to form

top and bottom rail and 115mm ide?+ sheet out of hich '5mm shallbe flat and $0mm shall be tapered onboth sides to form lock rail. 6op*bottom and lock rails shall beprovided either side of the panel.10mm (5mm x $ " thick* $0mm idecross ?+ sheet be provided as gapinsert for top rail 4 bottom rail.paneling of 5mm thick both side ?+sheet to be fitted in the 7.S. frameelded/ sealed to the st!les 4 railsith 'mm (5mmC$mm" thick x 15mm

ide ?+ sheet beading on innerside* and =oined together ith solventcement adhesive. :n additional 5mmthick ?+ strip of $0mm idth is to be

3oth side re-laminated panel ?+door shutter

>round 2loor 1x% % 0.'5 $.10 .&0

2irst 2loor 1x% % 0.'5 $.10 .&0

Second 2loor 1x% % 0.'5 $.10 .&0

To%&' 1$.90 S

1, roviding and fixing S.S. finishedbrass butt hinges ith necessar! S.S.finished 7S scres complete

1$5x,5x5.50 mm (


37/60

F+8% F'oo+

G1 1x1$x& & &.00

G$ 1x1x& & &.00

G& 1x1x& & &.00

G% 1x$x& .00G5 1x%x& 1$ 1$.00

S,o/( F'oo+

G1 1x1$x& & &.00

G$ 1x1x& & &.00

G& 1x1x& & &.00

G% 1x$x& .00

G5 1x%x& 1$ 1$.00

S%&+&8,

G$ 1x$x& .00

To%&' 1$6.00 No8

1 roviding and fixing S.S. finishedbrass sliding door bolt ith necessar!

bolts* nuts andscres complete

S.S. finished 7S

&00x1 mm

G+o4/( F'oo+

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00

F+8% F'oo+G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00

S,o/( F'oo+

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00S%&+&8,

G$ 1x$x$ % %.00

To%&' 12!.00 No8

$0 roviding and fixing S.S. finishedbrass door latch ith necessar! S.S.finished 7S scres complete

$50x1x5mm

G+o4/( F'oo+

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


38/60

G1

G$

1x1$x$

1x1x$

$%

$

$%.00

$.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

F+8% F'oo+G5 1x%x$ , ,.00

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

S,o/( F'oo+

G5 1x%x$ , ,.00

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G%1x$x$ % %.00

S%&+&8,

G5 1x%x$ , ,.00

G$ 1x$x$ % %.00

To%&' 12!.00 No8

$1 roviding and fixing S.S. finished

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

brass handle ith necessar!finished 7S scres complete

S.S.

1$5 mm

G+o4/( F'oo+

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00

F+8% F'oo+

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00

S,o/( F'oo+

G1 1x1$x$ $% $%.00

G$ 1x1x$ $ $.00

G& 1x1x$ $ $.00

G% 1x$x$ % %.00

G5 1x%x$ , ,.00

S%&+&8,

G$ 1x$x$ % %.00

To%&' 12!.00 No8


39/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

$$ roviding and fixing 150mm S.S.finished brass floor door stoppers ithrubber cushion ith necessar! S.S.finished 7S scres to suit thicknessof shutters.

G+o4/( F'oo+

F+8% F'oo+

S,o/( F'oo+

S%&+&8,

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00

G5 1x%x1 % %.00

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00

G5 1x%x1 % %.00

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00

G5 1x%x1 % %.00

G$ 1x$x1 $ $.00

To%&' 62.00 No8

$& roviding and fixing S.S. finishedbrass toer bolts (3arrel t!pe" ithnecessar! S.S. finished 7S screscomplete

$00 x10mm

G+o4/( F'oo+

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

F+8% F'oo+

S,o/( F'oo+

S%&+&8,

150 x 10 mm

G+o4/( F'oo+

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

G1 1x1$x1 1$ 1$.00

G$ 1x1x1 1 1.00

G$ 1x$x1 $ $.00

To%&' !1.00 No8

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00


40/60

F+8% F'oo+

G5 1x%x1 % %.00

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00

G5 1x%x1 % %.00S,o/( F'oo+

G& 1x1x1 1 1.00

G% 1x$x1 $ $.00

G5 1x%x1 % %.00

To%&' 21.00 No8

$% roviding and fixing both side polished&0 mm thick :E#7 S:FG S6HFshelves fixed in alls in cement mortar1& (1 cement & coarse sand"including finishing complete.

G+o4/( F'oo+

F+8% F'oo+

Shelves of antr! 1x& & &.&00 0.'0 .&

Shelves of Store 1x& & %.000 0.'0 ,.%0

1x& & 1.500 0.'0 &.15

F+8% F'oo+

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

Shelves of antr! 1x& & &.&00 0.'0 .&


1x& & 1.500 0.'0 &.15

S,o/( F'oo+

Shelves of antr! 1x& & &.&00 0.'0 .&


1x& & 1.500 0.'0 &.15To%&' "".!! S

$5 roviding and fixing 7.S. grill ofapproved pattern made of 7.S. flatsor square or round bars elded tosteel frame of indos etc. includingappl!ing a priming coat of red oxide)inc chromate primer..

G+o4/( F'oo+

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%

@& 1x$ $ 0.0 0.$0 1.$0 $.1? 1x1& 1& 0.0 0.$0 0.0 '.0$

>rills 1x11 11 $.0 0.$0 1.50 %'.,5

1x1 1 $.'0 0.$0 1.50 %.05

1x1 1 1.10 0.$0 1.50 1.5

@1 1x1 1 1.,0 0.$0 1.$0 %1.0%

@$ 1x1 1 1.$0 0.$0 1.$0 1.%%


41/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

@& 1x$ $ 0.0 0.$0 1.$0 $.1

S,o/( F'oo+

?

1x1&

1&

0.00.$0

0.0

'.0$

>rills

1x1111

1.,00.$0

1.,0&5.%

1x&&

$.00.$01.,0

15.

1x111.100.$01.,0

1.,

@1

1x1

1

1.,0

0.$0

1.$0

%1.0%

@$1x1

1


42/60

Jecture 6heater 1x1 1 .00 11.10 .0

>ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

I.>.Jab 1x1 1 10.&0 .00 1.,0

.>.+lass oom 1x1 1 %.'0 &.&0 15.51antr! 1x1 1 1.,5 &.&0 .11


.>. Jab 1x1 1 &.&0 .00 1.,0

+hambers for :ssistant rofessor 1x1 1 .,0 .00 %0.,0


ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

Seminar .+lass oom 1x1 1 %.'0 &.&0 15.51

antr! 1x1 1 1.,5 &.&0 .11


.>. Jab 1x1 1 &.&0 .00 1.,0




43/60

+eiling of Stair 1x1

1x1

1

1

%.,

%.&$

1.50

1.50

'.0&

.%'

Janding 1x1 1 1.50 &.&0 %.5

1x1 1 0.,0 &.&0 $.%

+hha==a 1x1 1 $.$0 0.0 $5.0,1x& & 1.&0 0.0 $.&%

1x10 10 $.0 0.0 1'.%0

1x1 1 $.'0 0.0 1.$

1x& & $.0 1.$0 10.%%

S,o/( F'oo+

Jecture 6heater 1x1 1 .00 11.10 .0

>ents 6oilet 1x1 1 &.&0 5.$0 1'.1

Store 1x1 1 &.&0 %.00 1&.$0

I.>.Jab 1x1 1 10.&0 .00 1.,0

.>.+lass oom 1x1 1 %.'0 &.&0 15.51

antr! 1x1 1 1.,5 &.&0 .11


.>. Jab 1x1 1 &.&0 .00 1.,0




44/60

>ents 6oilet 1x$

1x$

$

$

&.&0

5.$0

1.5,

1.5,

10.%&

1.%&

Store 1x$ $ &.&0 &.,, $5.1

1x$ $ %.00 &.,, &1.0%

I.>.Jab 1x$ $ 10.&0 &.,, '.&1x$ $ .00 &.,, %.5

.>.+lass oom 1x$ $ %.'0 &.,, &.%'

1x$ $ &.&0 &.,, $5.1

antr! 1x$ $ 1.,5 &.,, 1%.&

1x$ $ &.&0 &.,, $5.1

Jab 6echnician oom 1x$ $ &.&0 &.,, $5.1

1x$ $ $.50 &.,, 1.%0

.>. Jab 1x$ $ &.&0 &.,, $5.1

1x$ $ .00 &.,, %.5

+hambers for :ssistant rofessor 1x$ $ .,0 &.,, 5$.''

1x$ $ .00 &.,, %.5

:ssociate rofessor oom 1x$ $ &.&0 &.,, $5.1

1x$ $ .00 &.,, %.5


45/60

F+8% *'oo+

S4>To% 196.9" S

Jecture 6heater 1x$

1x$

$

$

.00

11.10

&.,,

&.,,

%.5

,.1%

>ents 6oilet 1x$ $ &.&0 1.5, 10.%&

1x$ $ 5.$0 1.5, 1.%&

Store 1x$ $ &.&0 &.,, $5.1

1x$ $ %.00 &.,, &1.0%

Seminar


46/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

? 1x1& 1& 0.0 0.0 -'.0$

S,o/( F'oo+

Hpenings in +orridor 1x10 10 1.,0 1.,0 -&$.%0

1x& & $.0 1.,0 -15.

S4>To% 1!1.06 S

Jecture 6heater 1x$ $ .00 &.,, %.5

1x$ $ 11.10 &.,, ,.1%

>ents 6oilet 1x$ $ &.&0 1.5, 10.%&

1x$ $ 5.$0 1.5, 1.%&

Store 1x$ $ &.&0 &.,, $5.1

1x$ $ %.00 &.,, &1.0%

I.>. Jab 1x$ $ 10.&0 &.,, '.&

1x$ $ .00 &.,, %.5

.>.+lass oom 1x$ $ %.'0 &.,, &.%'

1x$ $ &.&0 &.,, $5.1

antr! 1x$ $ 1.,5 &.,, 1%.&

1x$ $ &.&0 &.,, $5.1

Jab 6echnician oom 1x$ $ &.&0 &.,, $5.1

1x$ $ $.50 &.,, 1.%0

.>. Jab 1x$ $ &.&0 &.,, $5.1

1x$ $ .00 &.,, %.5

+hambers for :ssistant rofessor 1x$ $ .,0 &.,, 5$.''

1x$ $ .00 &.,, %.5

:ssociate rofessor oom 1x$ $ &.&0 &.,, $5.1

1x$ $ .00 &.,, %.5


47/60

@1

@$

1x1

1x1

1

1

1.,0

1.$0

1.$0

1.$0

-%1.0%

-1.%%

@& 1x$ $ 0.0 1.$0 -$.1

? 1x1& 1& 0.0 0.0 -'.0$

Hpenings in +orridor 1x10 10 1.,0 1.,0 -&$.%0

1x& & $.0 1.,0 -15.

S4>To% 1!1.06 S

S%&+ To,+

$x$ % &.&0 $.&, &1.%$

$x$ % .00 $.&, 5'.1$

Geductions

G$ 1x$ $ 1.10 $.10 -%.$

S4>To%&' :D; $.92 S

To%&' A !06.9$ S

&0 1, mm thick cement plaster ithunder la!er of 1$mm thick cementplaster 15 (1 cement 5 fine sand"finished ith a top la!er of mm thickcement plaster 1& (1 cement & finesand".

2ront side 1x1 1 $.0 1&.5 ,'&.$'

1x1 1 $.'0 1&.5 &'.'

Hffsets 1x 0.0 1$.& %.55

1x10 10 0.0 11.'5 '0.50

1x$ $ 0.0 1$.& 15.5$

1x1 1 0.0 1&.5 ,.&'

1x 1.$0 '.'5 55.,0

1x 1.$0 $.'5 1.,0

1x 0.0 .'0 $%.1$

1x 0.0 &.'0 1&.&$

1x1 1 10.&0 1.&0 1&.&

1x 0.0 &.15 11.&%

3ack side 1x1 1 $.%0 1&.5 ,'0.%,

1x$ $ &.'0 1.,0 1&.&$

Hffsets 1x1%x$ 1, 0.$0 1&.5 50.$$

1x&x$ 0.&0 1&.5 $5.11

1x%x$ , 0.$0 1.,0 $.,,

Jeft side 1x1 1 1$.10 1&.5 1,.,0

Hffsets 1x$x$ % 0.&0 1&.5 1.'%

ight side 1x1 1 10.$0 1&.5 1%$.$

Hffsets 1x1 1 0.$0 1&.5 $.'

Huter side of Staircase above terracefloor 1x$ $ &.'0 $.'0 1.,

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


48/60

1x$x$ % .%0 $.'0 .1$

#nner 4 6op Side Hf arapet 1x1 1 1&.00 1.10 1%.&0

1x1 1 &,.&0 1.10 %$.1&

1x1 1 &.&0 1.10 &.&

1x$ $ 11.10 1.10 $%.%$

1x1 1 5$.%0 1.10 5'.%

1x1 1 10.&0 1.'0 1'.51

#nner side of +hha==as

1x1x&x$ 10% $.$0 0.0 1&'.$,

1x1x&x$ 10% 0.50 0.0 &1.$0

1x&x&x$ 1, 1.&0 0.0 1%.0%

1x&x&x$ 1, 0.50 0.0 5.%0

1x10x&x$ 0 $.0 0.0 10%.%0

1x10x&x$ 0 0.50 0.0 1,.00

1x1x&x$ $.'0 0.0 .'$

1x1x&x$ 0.50 0.0 1.,01x&x&x$ 1, $.0 0.0 &1.&$

1x&x&x$ 1, 0.50 0.0 5.%0

1x1$x&x$ '$ 1.&0 0.0 5.1

1x1$x&x$ '$ 0.50 0.0 $1.0

1x%x$ , %.,0 0.0 $&.0%

1x%x$ , 0.50 0.0 $.%0

1x,x$ 1 $.00 0.0 1.$0

1x,x$ 1 0.50 0.0 %.,0

1x$x$ % .%0 0.0 15.&

1x$x$ % 0.50 0.0 1.$0

To%&' 2.1 S.

&1 roviding and la!ing vitrified floor tilesith double charge/ multi chargeprinting ith ater absorption lessthan 0.59 and conforming to #S 15$$ of approved make in allcolours and shades and si)ementioned belo (C/- 10mm"* laid on$0mm thick cement mortar 1% (1cement % coarse sand" includinggrouting the =oints ith hite cementand matching pigments etc. complete

Si)e 00x00mm

G+o4/( F'oo+

Jecture 6heater

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

2loor 1x1 1 .00 11.10 .0

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ .00 0.15 1.,0

1x$ $ 11.10 0.15 &.&&

1x .00 0.15 ,.10


49/60

Store

Geductions 1x1 1 1.10 0.15 -0.1'

2loor 1x1 1 &.&0 %.00 1&.$0

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ &.&0 0.15 0.1x$ $ %.00 0.15 1.$0

Geductions 1x1 1 1.$0 0.15 -0.1,

I.>.Jab

2loor 1x1 1 10.&0 .00 1.,0

Goor Sill 1x$ $ 1.$0 0.$0 0.%,

Skirting 1x$ $ .00 0.15 1.,0

1x$ $ 11.&0 0.15 &.&

Geductions 1x$ $ 1.$0 0.15 -0.&

Jab 6echnician oom 2loor 1x1 1 &.&0 $.50 ,.$5

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ &.&0 0.15 0.

1x$ $ $.50 0.15 0.'5

Geductions 1x1 1 1.$0 0.15 -0.1,

.>. +lass oom

antr!

.>. Jab

2loor 1x1 1 %.'0 &.&0 15.51

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ %.'0 0.15 1.%1

1x$ $ &.&0 0.15 0.

Geductions 1x1 1 1.$0 0.15 -0.1,

2loor 1x1 1 1.,5 &.&0 .11

Goor Sill 1x1 1 1.$0 0.$0 0.$%Skirting 1x$ $ 1.,5 0.15 0.5

1x$ $ &.&0 0.15 0.

Geductions 1x1 1 1.$0 0.15 -0.1,

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


50/60

2loor 1x1 1 &.&0 .00 1.,0

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ &.&0 0.15 0.

1x$ $ .00 0.15 1.,0

Geductions 1x1 1 1.$0 0.15 -0.1,

+hambers for :ssistant rofessor

2loor 1x1 1 .,0 .00 %0.,0

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ .,0 0.15 $.0%

1x$ $ .00 0.15 1.,0

Geductions 1x1 1 1.$0 0.15 -0.1,

:ssociate rofessor oom

2loor 1x1 1 &.&0 .00 1.,0

Goor Sill 1x1 1 1.$0 0.$0 0.$%

Skirting 1x$ $ &.&0 0.15 0.


51/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

To% !6.#1 S


52/60

1x$ $ $.0 0.$0 1.1

Staircase oom # 1x1 1 &.&0 .00 1.,0

Staircase oom ## 1x1 1 &.&0 .00 1.,0

F+8% F'oo+

+orridor 1x1 1 &.&0 5.'0 1,.,11x1 1 %,.,0 $.,0 1&.%

1x1 1 &.&0 $.00 .0

1x1 1 &.&0 $.'0 ,.1

1x1 1 &.&0 1.'0 5.1

1x$ $ $.0 0.$0 1.1

1x& & $.0 0.0 5.$$

S,o/( F'oo+

+orridor 1x1 1 &.&0 5.'0 1,.,1

1x1 1 %,.,0 $.,0 1&.%

1x1 1 &.&0 $.00 .0

1x1 1 &.&0 $.'0 ,.1

1x1 1 &.&0 1.'0 5.11x$ $ $.0 0.$0 1.1

To%&' "#$.01 S.

&& 8H6: stone slab $5mm thick in risersand treads of steps* skirting dado andpillar laid in 1$mm (average" thickcement mortar 1& (1 cement &coarse sand" and =ointed ith gre!cement slurr! mixed ith pigment tomatch the shade of the slab including

rubbing and polishing complete.

(single stone is to be used for riser andtreads of steps and the idth of stone forskirting and dado shall be equal to the heightof skirting/ dado ith a minimum length of 1.07."

S%&+


S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

iser $x$' 5% 1.50 0.15 11.

6read $x$5 50 1.50 0.&0 $$.50

Janding $x1 $ 1.50 &.&0 .0

$x1 $ 1.00 &.&0 .0


iser $x$' 5% 1.50 0.15 11.

6read $x$5 50 1.50 0.&0 $$.50

Janding $x1 $ 1.50 &.&0 .0

$x1 $ 1.00 &.&0 .0

2rom 2.2. Slab Jevel to S.2.Slab Jevel

iser $x$' 5% 1.50 0.15 11.


53/60

6read

Janding

$x$5

$x1

50

$

1.50

1.50

0.&0

&.&0

$$.50

.0

$x1 $ 1.00 &.&0 .0

Steps to +orridor

$x% , $.0 0.&0 .$x5 10 $.0 0.15 %.&5

Skirting of +orridor

>.2. 1x$ $ 5$.&0 0.15 15.

1x$ $ 5.'0 0.15 1.'1

1x$ $ $.00 0.15 0.0

1x$ $ $.'0 0.15 0.,1

1x$ $ 1.'0 0.15 0.51

1x$x$ $ .$0 0.15 1.,

2.2. 1x$ $ 5$.&0 0.15 15.

1x$ $ 5.'0 0.15 1.'1

1x$ $ $.00 0.15 0.0

1x$ $ $.'0 0.15 0.,11x$ $ 1.'0 0.15 0.51

1x&x$ 0.0 0.15 0.5%

S.2. 1x$ $ 5$.&0 0.15 15.

1x$ $ 5.'0 0.15 1.'1

1x$ $ $.00 0.15 0.0

1x$ $ $.'0 0.15 0.,1

1x$ $ 1.'0 0.15 0.51

To%&' 22!.6 S

&% roviding and fixing ceramic gla)edall tiles conforming to #S 15$$ ofapproved make* colours* shades andsi)e on all and dados over 1$ mmthick bed of cement 7ortar 1& (1cement & coarse sand" and =ointingith gre! cement slurr! ; &.&kg persqm including pointing in hitecement mixed ith matching pigmentcomplete

G+o4/( F'oo+

>ents 6oilet

1x$ $ &.&0 $.&0 15.1,

1x$ $ 5.$0 $.&0 $&.$

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15

@ 1x1 1 0.0 1.$0 -1.0,

I.>. Jab latform Gado 1x$ $ .00 0.0 '.$0

1x1 1 10.&0 0.0 .1,

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


54/60

1x$ $ 0.0 0.0 0.'$

antr! latform Gado 1x1 1 &.&0 0.0 1.,

1x$ $ 0.0 0.0 0.'$

Jadies 6oilet 1x$ $ &.&0 $.&0 15.1,

1x$ $ %.10 $.&0 1,.,

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15

2or @ater +ooler :rea 1x1 1 &.&0 $.10 .&

1x$ $ 1.$0 $.10 5.0%

S4> To 16. S

F+8% F'oo+

>ents 6oilet

1x$ $ &.&0 $.&0 15.1,

1x$ $ 5.$0 $.&0 $&.$

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15

@ 1x1 1 0.0 1.$0 -1.0,


1x$ $ 0.0 0.0 0.'$Jadies 6oilet

1x$ $ &.&0 $.&0 15.1,

1x$ $ %.10 $.&0 1,.,

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15


1x$ $ 1.$0 $.10 5.0%

S4>To%&' :B;122.2 Sqm

S,o/( F'oo+

>ents 6oilet

1x$ $ &.&0 $.&0 15.1,

1x$ $ 5.$0 $.&0 $&.$

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


55/60

@

I.>. Jab latform Gado

1x1

1x$

1

$

0.0

.00

1.$0

0.0

-1.0,

'.$0

1x1 1 10.&0 0.0 .1,

1x$ $ 0.0 0.0 0.'$


1x$ $ 0.0 0.0 0.'$

Jadies 6oilet

1x$ $ &.&0 $.&0 15.1,

1x$ $ %.10 $.&0 1,.,

@.+. $x$ % 1.%0 $.&0 1$.,,

$x$ % 1.10 $.&0 10.1$

Geductions

G% 1x1 1 1.00 $.10 -$.10

G5 1x$ $ 0.'5 $.10 -&.15


1x$ $ 1.$0 $.10 5.0%

S4>To% 16. Sqm

To%&' :ABC;9!.$9 S

&5 roviding and la!ing rectified ceramicgla)ed floor tiles &00x&00mmconforming to #S 15$$ of approvedmake* colour* shade laid on $0 mmthick +ement 7ortar 1% (1 cement %coarse sand" including pointing the

=oints ith hite cement mixed ithmatching pigment etc.* complete.

#n colours such as @hite* #vor!* >re!*2ume ed 3ron*

G+o4/( F'oo+

>ents 6oilet

2loor 1x1 1 &.&0 5.$0 1'.1

Jadies 6oilet

2loor 1x1 1 &.&0 %.10 1&.5&

2or @ater +ooler :rea 1x1 1 &.&0 1.$0 &.

S4> To !.6" S

F+8% F'oo+ Nt!. Same as >round floor S4>To%&' :B; !.6" Sqm

S,o/( F'oo+ Nt!. Same as 2irst floor S4>To% !.6" Sqm

To%&' :ABC1;0.9" S

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%


56/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

& 15 mm thick 7arble ork (machinecut* table rubbed 4 polished" forkitchen platform* vanit! counters*indo sills and similar locations ofrequired si)e laid over $0mm thick

base cement mortar 1% (1 cement %coarse sand" including =oints treatedith hite cement mixed ithmatching pigment including rubbingand polishing to edge moulding togive high gloss finish.

Idaipur green marble

F+8% F'oo+


1x1 1 .10 0.0 5.%

F+8% F'oo+

S,o/( F'oo+

antr! latform 1x1 1 &.&0 0.0 1.,

antr! latform 1x1 1 &.&0 0.0 1.,


1x1 1 .10 0.0 5.%

antr! latform 1x1 1 &.&0 0.0 1.,

To%&' 1.26 S

&' xtra for fixing marble /granite stonein facia and drops of idth upto 150mm ith epox! resin based adhesiveinstead of cement mortar includingcleaning etc. complete.

G+o4/( F'oo+

F+8% F'oo+

S,o/( F'oo+

I.>. Jab latform 1x$ $ .00 1$.00

1x1 1 .10 .10

antr! latform 1x1 1 &.&0 &.&0


I.>. Jab latform 1x$ $ .00 1$.00

1x1 1 .10 .10


To%&' "2.10 M,%+,


57/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

&, xtra for making opening of requiredsi)e 4 shape for ash basins/ kitchensink in kitchen platform* vanit!counters and similar location inmarble/>ranite/stone ork including

making necessar! holes for pillar tapsetc. including rubbing and polishing ofcut edges etc. complete

G+o4/( F'oo+

I.>. Jab latform 1x$ $ $.00

antr! latform 1x1 1 1.00

F+8% F'oo+

S,o/( F'oo+


I.>. Jab latform 1x$ $ $.00


To%&' #.00 E&

& +ement concrete flooring ith cementconcrete 1$% (1 cement $ coarsesand % graded stone aggregate$0mm" finished ith a floating coat ofneat cement..

%0 mm thick

6errace 1x1 1 .50 11.10 105.%5

1x1 1 &.50 .00 &1.50

1x$ $ &.'0 $.,0 $0.'$

1x1 1 &,.&0 .00 &%%.'01x1 1 &.&0 .00 $.'0

Hn plinth protection 1x1 1 1''.1% 1.00 1''.1%

To%&' #09.21 S.

%0 roviding and appl!ing plaster ofparis putt! over plastered all surfaceincluding scaffolding complete

Ipto $ mm thickness to make surfaceeven and smooth in line and level.

Nuantit! same as 1$ mm thickcement plaster %&0.,

To%&' !06.9$ S.

%1 roviding and appl!ing plaster ofparis putt! over plastered ceilingsurface including scaffoldingcomplete.


58/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

Ipto $ mm thickness to make surfaceeven and smooth in line and level.

Nuantit! same as mm thick cementplaster

%$ roviding and appl!ing $mm thickread! mix exterior grade putt! (3irlaall care* :lltek Superfine @/ of(F+J"* E.8. all putt!" on alls tomake the surface smooth and even.

Nuantit! same as 1, mm thickcement plaster

%& @all painting ith acr!lic premium

emulsion (plastic" paint ($

nd

top mostapproved branded qualit!" to give aneven shade.

Hn ne ork (6o or more coats"

Nuantit! same as mm thick cement

plaster

Nuantit! same as 1$ mm thickcement plaster

%% ainting ne exterior surface (to ormore coats" ith 7#I7

6K6IG paint as permanufacturerAs specifications to giveprotective and decorative finishincluding cleaning ashing of surfaceetc. complete ith

Hn ne ork (6o or more coats "

Nuantit! same as 1, mm thick

cement plaster

1,05.0$

To%&' 1$0".02 S.

&$&&.&1

To%&' 2.1 S.

1,05.0$

%&0.,

To%&' 6112.00 S.

To%&' 2.1 S.


59/60

S.No P&+%4'&+8 D,%&' No L B D@H Q% U/%

%5 7aking 50mm thick plinth protectionof plain cement concrete 1& (1cement & coarse sand gradedcrushed stone aggregate $0mmnominal si)e" over '5mm bed of dr!

brick ballast %0mm nominal si)e ellrammed and consolidated andgrouted ith sand including finishingthe top smooth.

1x1 1 1''.1% 1.00 1''.1%

To%&' 1##.1! S.


60/60

S4> E//,,+ A88%%. E//,,+ E?,4%7, E//,,+ C.G.S%&%, A+'. M&+%. Bo&+( C.G.S%&%, A+'. M&+%. Bo&+( C.G.S%&%, A+'. M&+%. Bo&+(

estimate guide

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