Building Data_-2013-14- Marrikundu - East School

7/26/2019 Building Data_-2013-14- Marrikundu - East School

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ANDIPATTI P

Name of the Sc

Name of the Work : Const

!stimate A


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NCHAYAT UNION

STIMATE

eme :SSS 2013-2014

uction of Add School building

ount : "#$%#000&-


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SCHEDULE AName of the Work : Construction of Add School building

Name of the Scheme :SSS !"#$%!"#& Estimate Amount : '()*("

W,-. /ALUE : -s0

Sl0 No0 1robable 2uantit3 Descri4tion of 5ork-ate

Words

1 50.40 Cum

2 12.78 Cum

3 29.81 CumRefilling with excavated earth filling including all cost etc complete

4 17.12 Cum

5 28.88 Cum

6 34.27 Cum

Earth work excavation for foundation in all soils and sub-soils to full depth

as may be directed except in hard rock requiring blasting but inclusive ofshoring, strutting and bailing out water wherever necessary and refillingthe sides of foundation with excavated earth in layers of not more than 15

cm thick well rammed and consolidate and depositing the surplus earth inall places shown by the departmental officers with initial lead and lift etc,complying with standard specification asper!!"# $

!upplying and filling in foundation and basement with filling sand layers

not more than 15 cm thick well rammed watered and not compactedcomplete complying with standard specification

Random Rubble %asonary with &ement %ortar 1'5 (one cement and fivesand) for foundation and $asement including necessary provision of bond

stone with simultaneous flush pointing with same mortar above ground

level complying with standard specification Rate for 1# &um

$rick work in &ement %ortar 1'5 (one cement and five sand ) using&ountry $ricks ground molded of si*e ""x11x+ cm ncluding cost and

conveyance of materials to site and all other labour charges as perstandard specification


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Words

7 168.34 Sqm

8 2168.00 Kg

9 21.59 Cum

10 133.35 Sqm

11 324.98 Sqm

12 112.02 Sqm

&entering shuttering including necessary support for plane surface inoundation and $asement and in all floors using mild steel sheets of si*e

.#x/# cm and 1# gauge stiffened, welded with steel angles of si*e

"5mmx"5mm x0mm for boarding laid over silver oak (country wood) oints

of 1#cm si*e x/5cm si*e spaced at about .# cm center to center and

!upplying fabricating and placing in position mild steel or ribbed steel forall reinforced cement concrete works as per the design given including

cost of steel and binding wire in all floors etc complete complying with

standard specification

R&& 1'112"'0 using "#mm, gauge machine broken hard granite stoneelly for all R&& items of works excluding cost of reinforcement and

fabricating charges, centering and shuttering but including curing and

providing fixtures like fan clamps in the R&& floor or roof slabs wherever

necessary and bearing surfaces of walls, sides and bottom of the slabs,beams etc shall be finished smooth with &% 1'0 1"mm thick and with

kraft paper without claiming extra etc as directed by the 3epartmental

officers complete complying with standard specification

4lastering in &E%E6 %7R68R 1'0 1#mm thick in ncluding cost and

conveyance of materials to site and all other labour charges including

etc, as per standard specification

4lastering in &E%E6 %7R68R 1'5 1"mm thick in ncluding cost and

conveyance of materials to site and all other labour charges includingetc, as per standard specification

4aving the loor with scratch proof ceromic tiles of si*e 0#5x0#5x/mm

including cost and conveyance of all materials to site and all labour


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Words

13 7.24 Cum

14 94.53 Sqm

15 19.20 Sqm

16 2.00 Nos.!upply of steel door 1# x "1#

17 6.00 No.!upply of steel window 1"# x 10#

18 5.04 Sqm

19 9.36 Sqm

20 248.43 Sqm

21 191.07 Sqm

9eathering course concrete using best quality broken brick elly of si*e"#mm uniform gauge in pure slaked lime (no sand to be used) over the

R&& roof slab in the proportion being brickelly to lime 0"'1"'12" by

volume and laid over in to a single layer and consolidated to the required

design and finished thickness beating type concrete with wooded beaterskeeping the surface constantly welted by sprinkling lime aggery water as

per standard specification etc, complete as directed by the departmentalofficers

inishing the top of roof with one course of %achine 4ressed 6iles of si*e

"# cm x "# cm x "cm of approved quality laid in &E%E6 %7R68R 1'0

(one cement and three sand) 1"mm thick mixed with water proofing

!upplying and fixing in position of cuddapah slab of "5m thickness

polished shelf slab including cost, conveyance labour charges for fixing in

;abour charge for fixing steel door with frame in position etc complete(finished work) and as directed by departmental officers

;abour charge for fixing window with frame in position etc complete(finished work) and as directed by departmental officers

4ainting two coat e with approved quality of 7il bound distember withcolour mover okne coat of white cement for priming coat for base

including and all materials, labour charges etc

4ainting two coat of 4lastic emulsion paint over wall plastering surfacewith best approved first quality of approved colour over the one coat of

priming etc, complete complying with standard specification (6he paint


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Words

22 31.68 Sqm

23 5.76 Sqm

4ainting 697 coat of enamal paint new iron works such as steel doors,

windows, ventilators, window bars, balustrades etc, with best approvedfirst quality of synthetic enamel paint of approved first quality of synthetic

enamel paint of approved colour over the existing priming coats, etc,complete complying with standard specification (6he paint should be got

4ainting 697 coat of $lack board enamel paint of approved first quality

of synthetic enamel paint of approved colour over the existing priming

coats, etc, c


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P

E6D A6,UN7 : -s0

Unit Amount in -u4ees8ig

One Cum

One Cum

One Cum

One Cum

One Cum

One Cum


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One Sqm

One Kg

One Cum

One Sqm

One Sqm

One Sqm


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PUnit Amount in -u4ees

8ig


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ABSTRACT

Name of the Scheme :SSS !"#$%!"#&

Name of the Work : Construction of Add School building

Estimate Amount : '()*("""+%

Sl0 No 2uantit3 Descri4tion -ate

1 50.40 Cum 83.70

2 12.78 Cum 130.80

3 29.81Refilling wit e!"#$#te% e#&t filling in"lu%ing #ll "ost et" "om'lete

14.70

4 17.12 (R)*+ 2321.70

5 28.88 Cum 2191.50

6 34.27 Cum 3327.00

7 168.34 Sqm 360.00

8 2168.00 Kg 56.99

)#&t wo&, e!"#$#tion fo& foun%#tion in #ll soils #n% su-soils tofull %e't #s m#/ -e %i&e"te% e!"e't in #&% &o", &equi&ing -l#sting-ut in"lusi$e of so&ing st&utting #n% -#iling out w#te& we&e$e&ne"ess#&/ #n% &efilling te si%es of foun%#tion wit e!"#$#te%e#&t in l#/e&s of not mo&e t#n 15 "m ti", well mme% #n%"onsoli%#te #n% %e'ositing te su&'lus e#&t in #ll 'l#"es sown -/te %e'#&tment#l offi"e&s wit initi#l le#% #n% lift et". "om'l/ingwit st#n%#&% s'e"ifi"#tion #s'e&SS20 .

Su''l/ing #n% filling in foun%#tion #n% -#sement wit filling s#n%l#/e&s not mo&e t#n 15 "m ti", well mme% w#te&e% #n% not"om'#"te% "om'lete "om'l/ing wit st#n%#&% s'e"ifi"#tion.

R#n%om Ru--le #son#&/ wit Cement o&t#& 15 one "ement#n% fi$e s#n% fo& foun%#tion #n% #sement in"lu%ing ne"ess#&/

'&o$ision of -on% stone wit simult#neous flus 'ointing wit s#memo&t#& #-o$e g&oun% le$el "om'l/ing wit st#n%#&% s'e"ifi"#tion.R#te fo& 10 Cu.m

&i", wo&, in Cement o&t#& 15 one "ement #n% fi$e s#n% using Count&/ &i",s g&oun% mol%e% of sie 22!11!7 "m. n"lu%ing"ost #n% "on$e/#n"e of m#te&i#ls to site #n% #ll ote& l#-ou&"#&ges #s 'e& st#n%#&% s'e"ifi"#tion.

Cente&ing sutte&ing in"lu%ing ne"ess#&/ su''o&t fo& 'l#ne su&f#"ein *oun%#tion #n% #sement #n% in #ll floo&s using mil% steelseets of sie 90!60 "m #n% 10 g#uge stiffene% wel%e% wit steel

#ngles of sie 25mm!25mm !3mm fo& -o#&%ing l#i% o$e& sil$e&o#, "ount&/ woo% oints of 10"m sie !6.5"m sie s'#"e% #t#-out 90 "m "ente& to "ente& #n% su''o&te% "#su#&in# '&o's of 10"m to 13 "m %i# s'#"e% #t 75 "m "ente& to "ente& "om'lete"om'l/ing wit st#n%#&% s'e"ifi"#tion.

Su''l/ing f#-&i"#ting #n% 'l#"ing in 'osition mil% steel o& &i--e%steel fo& #ll &einfo&"e% "ement "on"&ete wo&,s #s 'e& te %esigngi$en in"lu%ing "ost of steel #n% -in%ing wi&e in #ll floo&s et"."om'lete "om'l/ing wit st#n%#&% s'e"ifi"#tion


12/52


9 21.59 Cum 4436.30

10 133.35 Sqm 113.00

11 324.98 Sqm 96.60

12 112.02 600.60

13 7.24 Cum 1980.50

14 94.53 Sqm 586.30

15 19.20 Sqm 570.60

16 2 Nos. Su''l/ of steel %oo& 1.0 ! 2.10 4040.00

17 6 No. Su''l/ of steel win%ow 1.20 ! 1.30 4050.00

18 5.04 Sqm 75.00

R.C.C 11123 using 20mm g#uge m#"ine -&o,en #&% gnite

stone ell/ fo& #ll RCC items of wo&,s e!"lu%ing "ost of&einfo&"ement #n% f#-&i"#ting "#&ges "ente&ing #n% sutte&ing-ut in"lu%ing "u&ing #n% '&o$i%ing fi!tu&es li,e f#n "l#m's in teRCC floo& o& &oof sl#-s we&e$e& ne"ess#&/ #n% -e#&ing su&f#"esof w#lls si%es #n% -ottom of te sl#-s -e#ms et". s#ll -efinise% smoot wit C 13 12mm ti", #n% wit ,ft '#'e&witout "l#iming e!t et". #s %i&e"te% -/ te :e'#&tment#l offi"e&s"om'lete "om'l/ing wit st#n%#&% s'e"ifi"#tion.

;l#ste&ing in C))N< ORe#te&ing "ou&se "on"&ete using -est qu#lit/ -&o,en -&i", ell/of sie 20mm unifo&m g#uge in 'u&e sl#,e% lime no s#n% to -euse% o$e& te RCC &oof sl#- in te '&o'o&tion -eing -&i",ell/ tolime 321212 -/ $olume #n% l#i% o$e& in to # single l#/e& #n%"onsoli%#te% to te &equi&e% %esign #n% finise% ti",ness -e#tingt/'e "on"&ete wit woo%e% -e#te&s ,ee'ing te su&f#"e "onst#ntl/welte% -/ s'&in,ling lime #gge&/ w#te& #s 'e& st#n%#&%

s'e"ifi"#tion et". "om'lete #s %i&e"te% -/ te %e'#&tment#loffi"e&s.

*inising te to' of &oof wit one "ou&se of #"ine ;&esse%


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19 9.36 Sqm 94.00

20 248.43 Sqm 82.70

21 191.07 Sqm 150.80

22 31.68 Sqm 74.90

23 5.76 58.90

24 @S 1ro9ision for Name board

25@S 1ro9ision for 1htogra4hic Charges

26@S Contingencies and other unforeseen tems

@#-ou& "#&ge fo& fi!ing win%ow wit fme in 'osition et"."om'lete finise% wo&, #n% #s %i&e"te% -/ %e'#&tment#l offi"e&s

;#inting two "o#t e wit #''&o$e% qu#lit/ of Oil -oun% %istem-e&wit "olou& mo$e& o,ne "o#t of wite "ement fo& '&iming "o#t fo&

-#se in"lu%ing #n% #ll m#te&i#ls l#-ou& "#&ges et"

;#inting two "o#t of ;l#sti" emulsion '#int o$e& w#ll 'l#ste&ingsu&f#"e wit -est #''&o$e% fi&st qu#lit/ of #''&o$e% "olou& o$e& teone "o#t of '&iming et". "om'lete "om'l/ing wit st#n%#&%s'e"ifi"#tion


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Amount

Cum 4218

Cum 1672

Cum 438

Cum 39748

Cum 63291

Cum 114016

Sqm 60602

Kg 123559


15/52

Amount

Cum 95780

Sqm 15069

Sqm 31393

Sqm 67279

Cum 14339

Sqm 55423

Sqm 10956

Nos. 8080

No. 24300

Sqm 378


16/52

Amount

Sqm 880

Sqm 20545

Sqm 28813

Sqm 2373

339

@S 500

@S 300

@S 709

7otal ')*"""


17/52

###

LEAD STATEME

Cement / Steel Sand Country Bric!

13"00 11"00 6"00 8

P$% &ate!

Collector'! a((d rate!

I Rates of Labour II Rates of Materi

1 Car(enter ) cla!! 355"00 c Lime and cemen

2 Car(enter )) cla!! 326"00

3 *itter ) cla!! 322"00 1 Cement

4 *itter )) cla!! 300"00 2 S+ell lime

5 *loor (oli!+er 225"00 3 ,ime !tone

6 -a!on ) cla!! .or B$ 363"00 4 rinding mortor

7 -a!on )) cla!! .or B$ 326"00 5 -iing mortor

8 -adoor ) cla!! 228"00 Concrete ibrat

9 -adoor )) cla!! 206"00 1 PCC

10 Painter ) Cla!! 293"00 2 &CC

11 Painter )) Cla!! 271"00 d Timber and Roo

12 Plumer ) cla!! 316"00 1 !iler oa !cantlin

13 Plumer )) cla!! 293"00 2

14 Stone Cutter ) cla!! 280"00 3 C$ (lan!

15 Stone Cutter )) cla!! 258"00 4

16 $odder 189"00 5

17 -adoor ) cl" *or road! 6 Palmyra+ ra.ter

18 -a!on ) cla!!!tone or 363"00 7

&oug+!tone

-etal

Sc#edule of Ra

C$ !cantling ra.t

C$ ree(er!5025

C$ ree(er!5012

Ca!u" (ole! 1315
http://g/Local%20Settings/Temp/Sch.rates(Bldgs).xlshttp://g/Local%20Settings/Temp/Sch.rates(Bldgs).xls


18/52

19 -a!on )) cla!!!tone or 326"00 8

II Rates of Material 9

a *ric+s and Tile ,roduct 10

1 3985"00

2 Bric elly 40 mm 495"00

3 do 20mm 550"00

4 8710"00 e Metal and Iron

5 12340"00 1 Steel rods

6 8295"00 2 -S (late

7 10980"00 3 -S :ngle

8 6995"00 4 Binding ire

9 Ceiling tile! 20202 14"00 5

10 2855"00 6 )ron or! la

Ca!u" (ole! 1013

Ca!u" (ole! 810

Ca!u" (ole! 58

Country ric! 23/4;

Pre!!ed


19/52

f RCC ume /i,es

1 900 mm dia

2 900 mm dia

b Stone and Road materials 3 600 mm dia

4 600 mm dia

1 332"00 III Rates of -or+s

2 &oug+!tone reet 288"00 a Clearin" t#e site

3 Bond !tone! 455"00 1 ,ig+>ungle

4 3830"00 2 Scru >ungle

5 ?m !tone1"65 0"45 0"15m 328"00

6 @m !tone 0"75 0"23 0"10m 170"00 b Dismanlin"

7 130"00

8 Cut !tone roug+ly dre!!ed 3265"00 1

ISS Metal 2

8 40mm metal 742"00 3

9 20mm metal 1034"00 4 ,ime concrete

10 12mm metal 958"00 5 Cement concrete

11 10mm metal 705"00 6 &CC

12 6mm metal 478"00 7C+i((ing concrete

13 rael 130"00 8 Pre!"tile! $C

14 $ell grael 107"80 9 rain ater (i(e 11

15 Sand .or mortor 110"00

16 Sand .or Alling 110"00 I Electri!cation

17 26"00

18 342"00 1 ,ig+t *an Pt21

19 330"00 2 Plug (oint

20 304"00 3 16 am( %P)C

21 ranite !la !=m 1815"00 4 -eter oard

22 25 mm metal 638"00 5 ) !er" Pi(e

IRC Metal 6 Ser"main

1 45 mm metal 7 :rial *u!e

2 25 mm metal 8 440$ tue

3 11"2 mm metal 9 Ceiling"*an

&oug+!tone ma!onry

Stone!la 3 .ace 1 ln a 1"2 m

uard !tone0"230"23

Bric/!tone in clay

Bric/!tone in lime

Bric/!tone in ceme

Clay .or(uddle ma!onry

Cudda(a+ !la 50mm

Cudda(a+ !la 38/40

Cudda(a+ !la 12/30


20/52

4 6 mm metal 10 B@ *itting

11 40$ ul


21/52

Con1e2ance of Material b2 road in /LAINS for

Sl"o" %i!tance in ?m Steel 1"00-8 0"00

3"10 0"00 =6.>8 0"00

5"05 0"00 88.% 0"00

3"10 0"00 =6.>8 0"00

3"10 0"00 =6.>8 0"00

4"50 0"00 6.9% 0"00

4"50 0"00 =.9% 0"00

4"50 0"00 =.9% 0"00

4"50 0"00 =.9% 0"00

4"50 0"00 =.9% 0"00

4"50 0"00 =.9% 0"00


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C3ST 3? MATERIALS AT SITE

Sl"o name o. material! lead in ?- co!t coneyance

1 Cement 13 4700"00 61"60

2 !and .or mortar 11 110"00 84"70

3 !and .or Alling 1 110"00 7"80

4 &oug+ !tone 6 332"00 46"80

5 Bond !tone 6 455"00 46"80

6 40mm i!! metal 6 742"00 46"80

7 20mm i!! metal 6 1034"00 46"80

8 1012mm metal 6 831"50 46"80

9 !teel 13 45180"00 61"60

10 8 3985"00 52"80

11 8 2855"00 52"80

12 ric >elly 20 mm 8 550"00 43"20

13 !+ell lime 13 1180"00 67"95

14 ,ime !tone 13 869"00 67"95

15 (re!!ed tile! 13 12340"00 55"40

16 Country ood (lan! 13 27300"00 67"95

17 do !cantling! 13 13060"00 67"95

18 610mm metal 6 591"50 46"80

19 25 mm metal 6 638"00 46"80

20 12 mm metal 6 958"00 46"80

21 6 mm metal 6 478"00 46"80

22 &oug+ !tone .or reetment 6 288"00 46"80

23 Cut!tone roug+ly dre!!ed 6 3265"00 46"80

24 rael 1 130"00 7"80

1 S


36/52

CE-E< -F&


37/52

&:


38/52

ood !cantling! o. !ie 10cm 6"5cm !(aced o. aout 90cm centre to centre and

!u((orted y ca!urina (ro(! o. 10cm to 13cm dia !(aced at 75cm centre to centre

com(lete com(lying it+ !tandard !(eciAcation! and a! directed y de(artmental

ocer! including coneyance o. all material! to !ite and (ro(er centering etc com(lete"

Sub Data

Cost of S seets A #ngles fo& e#" set

>eigt of S seet .B 10 B#uge sie 90!60"m ! 3.175 mm

>eigt of S #ngle sie 25 ! 25 ! 3 mm

$0; < #0# .g+m = &0"" .g

13"46 g! Co!t o. -S !+eet 48"00

4 g! Co!t o. -S angle 48"00

,"S Cuttingendingeldingetc

Sub Data !

Co!t o. -S !+eet! and angle! and C$ >oi!t! and ca!urina (ro(! 10 S=m

19 o! Co!t o. -S !+eet and angle 864"28

Co!t o. !trutting

0"12 cum Siler oa !cantling 13127"95

98"5 &m Ca!urina (ro(! 10 to 13cm dia 19"20

&ate (er one o(eration .or -S !+eet angle 16421"32

&ate (er one o(eration .or !trutting 3466"55

Main data for one use for &% SBm

-S !+eet rate (er one o(eration 410"53

(ro(! rate (er one o(eration 693"31

3"80 no! Car(enter ) cla!! 355"00

5"40 no! -adoor ) cla!! 228"001 no! *itter ) cla!! 322"00

,"S edge!

,"S (eriodical cleaning and (ainting etc

i Rate for roof slab lintel beam %'.%%

iiRate for suns#ade 403"00

:dd 10L aoe rate 40"30

&:


39/52

35"00 no! *itter ) cla!! 322"00

&:>$.%% /-elly concrete 1980"50

1"00 no Plumer ) cla!! 316"00

0"25 no Plumer )) cla!! 293"00

1"00 no -a!on ) cla!! 363"00

1"00 no -adoor ) cla!! 228"00

1"00 g $+ite Cement 23"00

0"006 mt Cement 4761"60

0"40 g S(un yarn 6"00

&:


43/52

&:


44/52

total

0"00 4761"60

0"00 194"70

0"00 117"80

0"00 378"80

0"00 501"80

0"00 788"80

0"00 1080"80

0"00 878"30

0"00 45241"60

0"00 4037"80

0"00 2907"80

0"00 593"20

0"00 1247"95

0"00 936"95

0"00 12395"40

0"00 27367"95

0"00 13127"95

0"00 638"30

0"00 684"80

0"00 1004"80

0"00 524"80

0"00 334"80

0"00 3311"80

0"00 137"80

/-< 4571"14

/cum 194"70

6=8.9

/-< 3428"35/cum 194"70

'=$'.%8

/-< 2285"57

/cum 194"70

$9%.$6

/cum 43"35

$8$'.=$

/-< 1714"18

/cum 194"70

&>%9.99

/cum 43"35

loadingunloading


45/52

&>8$.$'

/-< 1371"34

/cum 194"70

&8==.%

/cum 43"35

&=%>.'>

Per :mount

/cum 7099"20

/cum 7047"18

/eac+ 586"80

/eac+ 4035"60

/eac+ 2904"60

0"62$&=6.%%

/cum 7099"20

/cum 8589"96

/eac+ 586"80

/eac+ 4035"60/eac+ 2904"60

0"84

$'$&6.%%

/cum 9727"20

/cum 16303"73/eac+ 586"80

/eac+ 4035"60

/eac+ 2904"60

0"07

''889.%%


46/52

/cum 3788"00

/cum 501"80

/cum 5471"93

/eac+ 2577"30

/eac+ 3455"60

/eac+ 3214"80

/eac+ 2904"60

0"97

$&>&8.%%

0 cum

/1000no! 18533"50

/cum 4023"48

/eac+ 1270"50

/eac+ 3455"60

/eac+ 1618"80

/eac+ 4367"20

0"92

''$6%.%%

/cum 117"80

/cum 13"00

&'%.9%

/cum 107"80

/cum 0"00

/cum 14"70

&$$.8%

nd

e/#n"e of

+e

t! .or (lane


47/52

/g 646"08

/g 192"00

26"20

864"28

/eac+ 16421"32

/cum 1575"35

/&m 1891"20

3466"55

/40 410"53

/5 693"31

/eac+ 410"53

/eac+ 693"31

/eac+ 1349"00

/eac+ 1231"20/eac+ 322"00

20"00

3"96

%'%.%%

/S=m

/S=m

/5 378"24

/eac+ 106"50

/eac+ 68"40

553"14

O '6=.9=

/S=m

/2 $%&.8%

/S=m

/mt 45241"60

/mt 480"00


48/52

/eac+ 11270"00

0"40

8=>>$.%%

56"99

1445"85

/cum 9727"20

/cum 16303"73

/eac+ 1141"00

/eac+ 4833"60

/eac+ 7271"80

0"67

'>$69.%%

/cum 9727"20

/cum 21446"28

/eac+ 1141"00

/eac+ 4833"60

/eac+ 7271"80

0"12

$%.%%

/cum 9727"20

/cum 876"15

/-< 20512"97

/eac+ 1141"00

/eac+ 4833"60

/eac+ 7271"80

0"28

'='.%%

/cum 252"36

/eac+ 399"30

/eac+ 250"80

/eac+ 226"60

0"94

&&'%.%%

/cum 225"31

/eac+ 399"30

/eac+ 114"00


49/52


50/52

12"80

6"40

&>.$%

/lit 538"46

/eac+ 322"30

0"68

9=&.

$.6

/cum 100"94

/eac+ 717"20

/eac+ 114"00

/eac+ 226"60

0"26

&&8>.%%

(ure lime

r

/cum 7592"96

/cum 4684"75

/eac+ 586"80

/eac+ 4035"60

/eac+ 2904"60

0"29

&>9%8.%%

S=m

/1000 no! 2342"73

/cum 302"83

/g 245"63

/S=m 1159"00

/eac+ 399"30

/eac+ 684"60

/eac+ 501"60

/eac+ 226"60

0"71

89='.%%

/1000o! 2584"19

/cum 1766"53

+

eyance


51/52

/eac+ 1161"60/eac+ 2119"00

/eac+ 501"60

/eac+ 1112"40

0"68

>$=.%%

/1 no 1089"00

/1m 75"00

/cum 53"01

/cum 217"86

/eac+ 316"00

/eac+ 73"25

/eac+ 363"00

/eac+ 228"00

/g 23"00

/mt 28"57

/g 2"40

0"91

$6%.%%

14.50

Kg 41.40

E 73.25

E 57.00

E 82.40

268.55

26.86

268.55153.62

Lit 441.21

Nos. 644.60

1507.98

150.8

,it 78"40

o! 216"82

?g 105"19

o 146"50

o 114"00

o 164"80

1"10

/cementr co!t

ality oert etc""10


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9$6.%%

Building Data_-2013-14- Marrikundu - East School

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Transcript of Building Data_-2013-14- Marrikundu - East School