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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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Sl0 No0 1robable 2uantit3 Descri4tion of 5ork-ate
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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Sl0 No0 1robable 2uantit3 Descri4tion of 5ork-ate
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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Sl0 No0 1robable 2uantit3 Descri4tion of 5ork-ate
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 $lack board enamel paint of approved first quality
of synthetic enamel paint of approved colour over the existing priming
coats, etc, c
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P
E6D A6,UN7 : -s0
Unit Amount in -u4ees8ig
One Cum
One Cum
One Cum
One Cum
One Cum
One Cum
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Unit Amount in -u4ees8ig
One Sqm
One Kg
One Cum
One Sqm
One Sqm
One Sqm
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Unit Amount in -u4ees8ig
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PUnit Amount in -u4ees
8ig
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ABSTRACT
Name of the Scheme :SSS !"#$%!"#&
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
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Sl0 No 2uantit3 Descri4tion -ate
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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Sl0 No 2uantit3 Descri4tion -ate
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
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Amount
Cum 95780
Sqm 15069
Sqm 31393
Sqm 67279
Cum 14339
Sqm 55423
Sqm 10956
Nos. 8080
No. 24300
Sqm 378
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Amount
Sqm 880
Sqm 20545
Sqm 28813
Sqm 2373
339
@S 500
@S 300
@S 709
7otal ')*"""
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###
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 -
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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
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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
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4 6 mm metal 10 B@ *itting
11 40$ ul
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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
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CE-E< -F&
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&:
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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
&:
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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 $+ite Cement 23"00
0"006 mt Cement 4761"60
0"40 g S(un yarn 6"00
&:
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&:
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total
0"00 4761"60
0"00 194"70
0"00 117"80
0"00 378"80
0"00 501"80
0"00 788"80
0"00 1080"80
0"00 878"30
0"00 45241"60
0"00 4037"80
0"00 2907"80
0"00 593"20
0"00 1247"95
0"00 936"95
0"00 12395"40
0"00 27367"95
0"00 13127"95
0"00 638"30
0"00 684"80
0"00 1004"80
0"00 524"80
0"00 334"80
0"00 3311"80
0"00 137"80
/-< 4571"14
/cum 194"70
6=8.9
/-< 3428"35/cum 194"70
'=$'.%8
/-< 2285"57
/cum 194"70
$9%.$6
/cum 43"35
$8$'.=$
/-< 1714"18
/cum 194"70
&>%9.99
/cum 43"35
loadingunloading
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&>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.%%
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/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
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/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 $%&.8%
/S=m
/mt 45241"60
/mt 480"00
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/eac+ 11270"00
0"40
8=>>$.%%
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
$%.%%
/cum 9727"20
/cum 876"15
/-< 20512"97
/eac+ 1141"00
/eac+ 4833"60
/eac+ 7271"80
0"28
'='.%%
/cum 252"36
/eac+ 399"30
/eac+ 250"80
/eac+ 226"60
0"94
&&'%.%%
/cum 225"31
/eac+ 399"30
/eac+ 114"00
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12"80
6"40
&>.$%
/lit 538"46
/eac+ 322"30
0"68
9=&.
$.6
/cum 100"94
/eac+ 717"20
/eac+ 114"00
/eac+ 226"60
0"26
&&8>.%%
(ure lime
r
/cum 7592"96
/cum 4684"75
/eac+ 586"80
/eac+ 4035"60
/eac+ 2904"60
0"29
&>9%8.%%
S=m
/1000 no! 2342"73
/cum 302"83
/g 245"63
/S=m 1159"00
/eac+ 399"30
/eac+ 684"60
/eac+ 501"60
/eac+ 226"60
0"71
89='.%%
/1000o! 2584"19
/cum 1766"53
+
eyance
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/eac+ 1161"60/eac+ 2119"00
/eac+ 501"60
/eac+ 1112"40
0"68
>$=.%%
/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.%%