ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 correo: dis.r!"iec"r.co$s%&'i(.co' dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA CAAMARCA
M PROYECTO: DIRECCION: PROPIETARIO: FECHA:
E
T
EDIFICACION
R
A
D
O
VIVIENDA MULTIFAMILIAR MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ESTRUCTURA ITEM 1.!!
.!!
&.!!
'.!!
(.!!
DESCRIPCION
UND.
1 P#
%$METRADO P#$% & P#
%$' P#
%$TOTAL
OBRAS PROVISIONALES 1.01 Oci$ 1.02 A('ce$ 1.03 "rdi$i 1.04 ;er*icios
LB LB LB LB LB LB LB
1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
TRABAJOS P RE RELIMINARES 2.01 Li'-ie de erre$o >'$"(? 2.02 ro ) Re-($eo Pre(i'i$r 2.03 Mo*i(icio$ de E!"i-os )
M2 M2 LB
239.81 239.81 1.00
239.81 239.81 1.00
MOVIMIENTO DE DE TI TIERRAS 3.01 E@c*cio$ de -s 3.02 E@c*cio$ de Ci'ie$o Corrido 3.03 E@c*cio$ de i&s de Ci'e$cio$ 3.04 E@c*cio$ de Ciser$ 3.05 E@c*cio$ de Bse de Esc(ers 3.0= E(i'i$cio$ de Meri( E@ce$de$e 3.07 Meor'ie$o co$ Piedr de( Rio =>0.20 c'? 3.08 Ar'do co'-cdo e$ -s >0.15c'?
M3 M3 M3 M3 M3 M3 M2 M2
85.=1 83.17 0.45 10.7= 0.78 180.77 5.90 42.00
85.=1 83.17 0.45 10.7= 0.78 180.77 5.90 42.00
OBRAS DE CONCRETO SIMPLE 4.01 Ci'ie$o corrido C:< 1:830 P.. F '@. = 4.02 ;o(do -r Ci'ie$o Corrido eG0.10 c'. 4.03 ;o(do -r -s eG0.05 c'. 4.04 ;o(do -r i&s de Ci'e$cio$ eG0.10 c'. 4.05 ;o(do -r Ciser$s eG0.05 c' 4.0= H(s - de Esc(ers eG0.20 c'.
M3 M2 M2 M2 M2 M2
37.43 59.41 5.90 47.21 =.15 1.04
37.43 59.41 5.90 47.21 =.15 1.04
M3 M2 J
48.92 0.00 1370.00
48.92 0.00 1370.00
M3 M2
9.=2 138.93
9.=2 138.93
M3 M2 J
28.33 1=5.24 1=4=.7=
28.33 1=5.24 1=4=.7=
M3 M2 J.
8.=2 104.2= 1932.80
8.74 104.2= 1=22.5=
9.=8 11=.74 1=49.84
5.29 72.88 333.48
32.33 398.14 5538.=8
M3 M2 J.
18.85 194.93 1748.34
18.85 194.93 1748.34
18.85 194.93 1748.34
8.25 =0.5 1223.84
=4.80 =45.29 =4=8.8=
M3 M2 J. 6D 6D
18.75 157.00 823.08 1307.81
18.31 152.00 790.55 12==.1=
17.87 147.00 7=5.75 1224.51
11.52 81.4 434.09 =78.0=
==.45 537.40 2813.47 3798.48 =78.0=
M3 M2 J.
2.=5 50.11 5=7.27
2.=5 50.11 5=7.27
M3 M2 J.
2.85 22.75 25=.72
1.=3 13.54 141.5
4.23 34.51 38=.4=
8.71 70.80 784.=8
OBRAS DE CONCRETO ARMADO ADO Z)*)+)$ 5.01 5.01.01 Co$creo IcG210 J&/c'2 5.01.02 E$coIrdo ) Dese$coIrdo de -s 5.01.03 Acero de ReI"erso e$ -s 5.02 S%,#0#+% 5.02.01 Co$creo IcG210 J&/c'2 5.02.02 E$coIrdo ) Dese$coIrdo de ;oreci'ie$o 5.03 V#2)$ 3 C#0+)#% 5.03.01 Co$creo IcG210 J&/c'2 5.03.02 E$coIrdo ) Dese$coIrdo 5.03.03 Acero de ReI"erso e$ i&s de Ci'e$cio$ 5.04 C%450)$ 5.04.01 Co$creo IcG210 J&/c'2 5.04.02 E$coIrdo ) Dese$coIrdo 5.04.03 Acero de ReI"erso 5.05 V#2)$ 5.05.01 Co$creo IcG210 J&/c'2 5.05.02 E$coIrdo ) Dese$coIrdo 5.05.03 Acero de ReI"erso 5.0= L%$)$ A4#2)3)$ 5.0=.01 Co$creo IcG 210 J&/c'2 5.0=.02 E$coIrdo ) Dese$coIrdo 5.0=.03 Acero de ReI"erso 5.0=.04 Ldri((o 15@30@30 5.0=.05 Ldri((o 12@30@30 5.07 C#$+) 5.07.01 Co$creo IcG210 J&/c'2 5.07.02 E$coIrdo ) Dese$coIrdo 5.07.03 Acero de ReI"erso 5.08 E$)4)$ 5.08.01 Co$creo IcG210 J&/c'2 5.08.02 E$coIrdo ) Dese$coIrdo 5.08.03 Acero de ReI"erso
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 correo: dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre R LLO / C((e c$ c$ 6 332 $. A PRA / CAAMARCA
M PROYECTO: DIRECCION: PROPIETARIO: FECHA:
E
T
EDIFICACION
R
A
D
O
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ARQUITECTURA ITEM 1.!!
.!!
&.!!
'.!!
(.!!
7.!!
8.!!
9.!!
.!!
1!.!!
11.!!
1.! 1.!! !
DESCRIPCION
UND.
1 P#
%$METRADO P#$% & P#
%$' P#
%$TOTAL
MANPOSTERIA 1.01 M"ros de Ldri((o JJ derci(( de ;o& 1.02 ros ) $i*e(cio$ d"r$e (os ros
M2 LB
300.5= 1.00
421.52 1.00
381.1= 1.00
32=.74 1.00
1429.98 4.00
REVOQUES Y ENLUCIDOS 2.01 rreo de M"ros $eriores 2.02 rreo de M"ros E@eriores Hc,d 2.03 rreo de Co("'$s 2.04 rreo de i&s 2.05 rreo de Cie(o Rso 2.0= rreos de Ciser$s 2.07 rreo de Esc(ers
M2 M2 M2 M2 M2 M2 M2
250.12 33.34 104.2= 194.93 157.00 50.11 22.75
45=.08 151.9= 104.2= 194.93 152.00 13.54
375.3= 151.9= 11=.74 194.93 147.00 34.51
418.48 72.88 =0.5 81.4
1500.04 337.2= 398.14 =45.29 537.40 50.11 70.80
PISOS Y CONTRAPISOS 3.01 H(so Piso eG0.10 c'. 3.02 Acdo de Ce'e$o P"(ido Br"Kdo e$ Coc,ers 3.03 Acdo de Ce'e$o P"(ido e$ Pios e$d( ) Aoe 3.04 Co$r-iso eG0.05 c'. 3.05 Hordo ) Re*esi'ie$o e$ &rds de Esc(ers e$ Mder 3.0= Pisos de Cer'ico e$ B
[email protected] 3.07 Pisos de Cer'ico e$ Coci$s
[email protected] 3.08 Pisos de Pr!"e <")c$ =@30c' eedo e$ Dor'iorios ) Es"dios 3.09 Pisos de Pr!"eo$ e$ ;(/Co'edor ) De's A'ie$es
M2 M2 M2 M2 M2 M2 M2 M2 M2
199.3= 72.74 7.== 118.95 9.99 5.70 1=.33 21.51 51.57
178.35 =.48 19.78 =.=1 95.41 28.43
17=.59 14.38 12.97 12.97 95.41 5=
93.29 ==.29 14.31 4=.08
199.3= 72.74 100.95 540.18 30.85 52.7= 35.91 258.41 13=.00
ZOCALOS Y CONTR NTRAZOCALO ALOS 4.01 oc(o de Cer'ico e$ ;er*icios
M2 M2 ML ML
32.7= 4.20 30.12 123.20
100.=2 3.32 1=4.5=
72.=7 7.5 202.34
71.52 87.5= 72.32
277.57 15.02 117.=8 5=2.42
COBERTURAS 5.01 Po(icro$o A(*eo(r 5.02 Coer"r de e ;err$ e$ Peri'ero
LB M2
3 1=.01
3.00 1=.01
CARPINTERIA DE MADERA =.01 P"er co$ 'rco P1 /
[email protected] =.02 P"er co$ 'rco P2 /
[email protected] =.05 C(oses se&"$ diseKo =.0= M"e(es ) Re-oseros de Coci$
6D 6D 6D BL.
9 8 1 1
7 8 8 1
= 8 4 2
4 = 2
2= 30 15 4
CERRAJERIA 7.01 7.02 7.03 7.04 7.05
6D 6D 6D 6D 6D
32 1= 4 2 =
72 8 2 5 13
=4 12 3 4 12
3= 4 1 4 5
204 40 10 58 3=
6D 6D 6D 6D 6D 6D
1 1 1 1 1
3
1 1 1 1 1 3
Bis&r c-"c,i$ de 3 1/2 @ 3 1/2 Bis&r ("'i$id c-"c,i$ de 3 @ 3 Cerrd"r -r -"er -ri$ci-( -esd Cerrd"r -/Ko se&"ro i$er$o -eri(( '$i cerrd"r &o( 42 6P Cerrd"r -/i$erior -esi((o '$i ((*e &o( 53 6P;
CARPINTERIA ME METALICA 8.01 Re R1 / $&reso Peo$(
[email protected] 8.02 Re R2 / $&reso $&reso e,ic"(r e,ic"(r
[email protected] 8.03 Re R3 / $&reso $&reso e,ic"(r e,ic"(r
[email protected] 8.04 Re R4 / $&reso $&reso e,ic"(r e,ic"(r
[email protected] 8.05 Re R5 / $&reso $&reso e,ic"(r e,ic"(r
[email protected] 8.0= Esr"c"r de Acero -r c"ier de Po(icro$o BARANDAS 9.01 9.02 9.03 9.04 9.05
Esc(er i-o 01 ". 2 Esc(er i-o 02 ". 2 Esc(er i-o 03 ". 2 B(co$es ". 2 Are Co'"$ ". 2
ML ML ML ML ML
15.5 5.=
15.5 91.44 9.=
15.5 5.= 10.=5 91.44 9.=
9.=
4=.5 11.2 10.=5 182.88 28.8
PINTURA 10.01 10.02 10.03 10.04 10.05
M"ros $eriores Pi$"r O(eo M"ros E@eriores Hc,d Pi$"r Le@ Co("'$s Pi$"r O(eo i&s Pi$"r O(eo Cie(o Rso Pi$"r O(eo
M2 M2 M2 M2 M2
250.12 33.34 104.2= 194.93 157.00
45=.08 151.9= 104.2= 194.93 152.00
375.3= 151.9= 11=.74 194.93 147.00
418.48 72.88 =0.5 81.4
1500.04 337.2= 398.14 =45.29 537.40
VIDRIOS Y CRISTALES 11.01 idrio ;e'ido(e $co(oro Cr"do / ;ise' Direco 11.02 Es-eos Bise(dos 4'' Pr BKos
M2 6D
18.75 2.00
32.=1 5
34.7 4
15.48 4
101.54 15.00
MESA MESAS S DE CONC CONCRE RETO TO PAR PARA A COCI COCINA NAS S Y LA LAVANDE ANDERI RIAS AS 12.01 Co$creo IcG210 J&/c'2 12.02 E$coIrdo ) Dese$coIrdo 12.03 Acero de ReI"erso
M3 M2 J.
0.72 8.10 42
0.5 5.32 29
0.95 10 49
2.17 23.42 120.00
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 correo: dis.r!"iec"r.co$s%&'i(.co' dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
M PROYECTO: DIRECCION: PROPIETARIO: FECHA:
E
T
EDIFICACION
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A
D
O
VIVIENDA MULTIFA MULTIFAMILIAR MILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES INST ALACIONES SANIT SANITARIAS ARIAS ITEM 1.!!
.!!
&.!!
'.!! '.!!
(.!!
7.! 7.!!
7.!!
8.!!
DESCRIPCION
UND.
1 P#
%$METRADO P#$% & P#
%$' P#
%$TOTAL
APARATOS SANITARIOS 1.01 .C. de $!"e Bo 1.02 .C. de $!"e A(o 1.03 L*orios de 22N -or 1=N co$ "$ ((*e cro'd de N -r 1/2 BKos 1.04 O*(i$ Mes $(c")e Accesorios Accesorios 1.05 L*orios de Coci$ 1.0= L*deros -r L*$deri 1.07 i$s
6D 6D 6D 6D 6D 6D 6D
2 1 1 1 2 1
4 1 2 3 1 1 4
2 2 1 3 2 1 2
2 1 1 2 2
8.00 =.00 5.00 9.00 4.00 4.00 9.00
ACCESORIOS SANITARIAS 2.01 o((eros 2.02 P-e(ers 2.03 o$er 2.04 ;"'idero 2 2.05 Re&isro Roscdo de ro$ce 4 2.0= D"c,s cro'ds de ce &iroris ) ((*e 'ec(dro 'o$oc'$do 2.07 Bse de d"c, de r de *idrio
6D 6D 6D 6D 6D 6D 6D
2.00 2.00 2.00 8.00 3.00 1.00
5 5 5 12 5 4
4 4 4 10 5 2
3 3 3 7 4 3 1
14.00 14.00 14.00 37.00 17.00 10.00 1.00
VALVULAS 3.01 3.02 3.03 3.04
6D 6D 6D 6D
5.00 11.00 5.00 5.00
1=
14
12
5.00 53.00 5.00 5.00
REDE EDES DE AGU AGUA FRIA FRIA Y AGU AGUA CALI CALIEN ENT TE 4.01 ;(id de A&" Hri 1/2 4.02 ;(id de A&" Hri 3/4 4.03 ;(id de A&" C(ie$e 1/2 4.04 "eri PC 1/2 4.05 "eri PC 3/4 4.0= "eri CPC 1/2
PO PO PO ML ML ML
11.00 =.00 5.00 23.57 79.7= 22.13
1= 10 28.9 14.7= 27.7=
15 9 33.45 14.7= 32.53
11 7 34.54 24.=5 31.43
53.00 =.00 31.00 120.4= 133.93 113.85
REDES DE DE DESAGUE 5.01 ;(ids de des&"e PC ;AL de 2 5.02 ;(ids de des&"e PC ;AL de 4 5.03 ;(id de e$i(cio$ de 2 5.04 ;o'rero -r *e$i(cio$ 2 5.05 Cs de Re&isro 12@24 5.0= "eri PC ;AL 4 5.07 "eri PC ;AL 2
PO PO PO 6D 6D ML ML
1= = 3 2 49.24 29.45
17 10 5 24.75 21.54
18 8 5 18.94 1=.91
11 8 5 5 1=.54 7.7=
=2 32 18 5 2 109.47 75.==
SISTEMA DE AGU AGUAS PLU PLUVIAL VIALE ES =.01 Red de ". PC DE 4 =.02 Mo$$e co$ ". PC de 3 =.03 C de Reisro co$ Rei(( 8@1= =.04 C$(e PC de = co$ ccesorios
ML ML 6D ML
17.30 1=.50 1.00
5.4 1=.50
5.4 1=.50
9.9 1=.50 43
38.00 ==.00 1.00 43.00
OTROS =.01 =.02 =.03
,er' =5 (s. E(ecroo' 0.5 ,$!"e E(e*do 1100 (s.
6D 6D 6D
2 5
1
1
2 =
= 5 =
7.01
Codo 4@90
PA
8
5
5
2
20
7.02
Codo 2@90
PA
14
11
18
9
52
7.03
Codo 2@45
PA
1
5
2
1
9
7.04
Codo 4@45
PA
3
1
2
2
8
7.05
Codo co$ Red"ccio$ 42
PA
1
0
0
2
3
7.0=
Qee si'-(e 2
PA
7
0
3
1
11
7.07
Qee si'-(e 4
PA
=
2
2
1
11
7.08
Qee si'-(e de 42
PA
9
17
11
9
4=
7.09
ee s$iri de 4
PA
3
9
8
7
27
7.10
r'- P 2
PA
7
12
9
7
35
7.11
ee de 42
PA
0
2
2
0
4
7.12
Pe&'e$o -r PC ccesorios
PA
0.18
0.19
0.19
0.12
0.=78
(*"( de co'-"er de 3/4 (*"( de co'-"er de 1/2 (*"( c,ec Bo) -r ciser$s
ACCESORIOS
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 correo: dis.r!"iec"r.co$s%&'i(.co' dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
M PROYECTO: DIRECCION: PROPIETARIO: FECHA:
E
T
EDIFICACION
R
A
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O
VIVIENDA MULTIFA MULTIFAMILIAR MILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES ELECTRICAS DESCRIPCION
1.!! 1.!!
SALI SALIDA DAD D PAR PARA A EL ELECTR ECTRIC ICID IDAD AD Y FUE FUER RZAS ZAS 1.01 ;(id de ec,o de >Ce$ro de L"? 1.02 ;(id -r Br!"ee 1.03 ;(id -r $err"-or ;i'-(e 1.04 ;(id Pr $err"-or Do(e 1.05 ;(id -r $err"-or co$ Co$'"cio$ 1.0= ;(id -r o'corrie$e ,G0.40 1.07 ;(id -r o'corrie$e ,G1.40
PO PO PO PO PO PO PO
25 3 1= 8 = 21 11
34 2 2= 3 2 22 17
37 0 24 4 2 24 17
13 = 14 1 2 13 =
109.00 11.00 80.00 1=.00 12.00 80.00 51.00
CANALIZACION Y/ Y/O TU TUBERIAS 2.01 "eri "eri PC ;AP ;AP 20'' >o'corrie$es >o'corrie$es e i$err"-ores? i$err"-ores? 2.02 "eri PC ;AP 25'' >(i'e$dores? 2.03 "eri "eri PC ;AP ;AP 1 >(i'e$dor -ri$ci-(? -ri$ci-(? 2.04 "eri "eri PC ;AP ;AP 3/4'' >i$erco'"$icd >i$erco'"$icdor? or? 2.05 "eri "eri PC ;AP ;AP 1 >e(eIo$i? 2.0= "eri "eri PC ;AP ;AP 1 >CABLE? >CABLE?
ML ML ML ML ML ML
250.=2 52.40 10.00 25.00 7.80 4=.=0
319.00 15.4 =.8 11.45 45.0
319.00 10.8 13.55 11.45 38.0
1=8.74 7.8 5.= 22
1057.3= 8=.40 10.00 45.35 3=.30 151.=0
C de Pse H 300'' @ 200'' C de Pse H 100'' @100''
6D 6D
2 1
2 0
2 0
2 0
8.00 1.00
TABLER ABLERO O DE DE DISTR DISTRIBU IBUCIO CION N PARA PARA CORRI CORRIEN ENTE TE ALTERN TERNA A 4.01 (ero e$er( de Disri"cio$ co$ e$rd de C(es 4.02 (ero de Disri"cio$ DA 4.03 (ero de Disri"cio$ DC 4.04 (ero de Disri"cio$ D; 4.05 ;" (ero de Disri"cio$ DB 4.0= (ero de Disri"cio$ DD 4.07 (ero de Disri"cio$ DH 4.08 (ero de Disri"cio$ D< 4.09 ;" (ero de Disri"cio$ D 4.10 ;" (ero de Disri"cio$ DE
6D 6D 6D 6D 6D 6D 6D 6D 6D 6D
1.00 1.00 1.00 1.00
1 1
1 1
1 1
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
ALIMENTACION A SE SERVICIOS 5.01 C(e < 2@4''2 1@10'' >? >(i'e$dor -ri$ci-(? 5.02 C(e 21 @ 2.5'' S 20 '' >("'rdo? 5.03 C(e 21 @ 4.0'' 1 @ 2.5 S 20 '' >o'corrie$e?
ML ML ML
10 102.8 102.8
131.5 187.5
131.5 187.5
75.=1 93.13
10 441.41 570.93
INTERRUPTORES =.01 $err"-or er'o'&$eico 2@25A =.02 $err"-or DiIere$ci( 2@25A
6D 6D
= 3
2
2
3
= 10
SALI SALIDA DA PARA ARA COM COMUN UNIC ICAC ACIO IONE NES S Y SEÑ SEÑAL ALES ES 7.01 ;(id -r e(eIo$i 7.02 ;(id -r $erco'"$icdor 7.03 ;(id -rC(e
6D 6D 6D
2 2 4
1 1 8
2 2 =
2
5 5 20
VARIOS 8.01 8.02 8.03 8.04 8.05 8.0=
6D 6D 6D 6D 6D 6D
1.00 2.00 1.00 1.00 =.00 1.00
1
1
1
1.00 2.00 1.00 4.00 =.00 1.00
.!!
&.!!
'.!! '.!!
(.!!
7.!!
8.!! 8.!!
9.!!
CAJAS 3.01 3.02
B$co de Medidores Poo -"es ierr $erco'"$icdor $erco'"$icdor Pri$ci-( L"ces de E'er&e$ci $erco'"$icdor er'o'&$eico ) A"o'ico >e(ecroo'? Aco'eid Aco'eid E(ecric
UND.
METRADO P#$% & P#
%$ITEM
1 P#
%$' P#
%$TOTAL
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: CAP.: 12198 12 198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s dis.r!"iec"r.co$s%&'i(.co' %&'i(.co' / )*$+$o*e%,o'i(.co' )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
EDIFICACION
PRESUPUESTO - MANO DE OBRA PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIF MULTIFAMILIA AMILIAR R URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ESTRUCTURA ITEM
DESCRIPCION
1.!!
.!!
&.!!
'.!!
(.!!
UND.
METRADO
C.U.
PARCIAL ;S/<
TOTAL ;S/<
OBRAS PR PROVISIONALES 1.01 Oci$ 1.02 A('ce$ 1.03 "rdi$i 1.04 ;er*icios
$s(cio$? 1.07 E$er&i -r L Co$sr"ccio$ >$s(cio$?
LB LB LB LB LB LB LB
1.00 1.00 1.00 1.00 1.00 1.00 1.00
250.00 250.00 80.00 50.00 250.00 125.00 125.00
350.00 350.00 250.00 150.00 500.00 125.00 125.00
1850.00
TRABAJOS PR PRELIMINARES 2.01 Li'-ie de erre$o >'$"(? 2.02 ro ) Re-($eo Pre(i'i$r 2.03 Mo*i(icio$ de E!"i-os )
M2 M2 LB
239.81 239.81 1.00
1.50 2.10 350.00
359.72 503.=0 350.00
1213.32
MOVIMIENTO DE TIERRAS 3.01 E@c*cio$ de -s 3.02 E@c*cio$ de Ci'ie$o Corrido 3.03 E@c*cio$ de i&s de Ci'e$cio$ 3.04 E@c*cio$ de Ciser$ 3.05 E@c*cio$ de Bse de Esc(ers 3.0= E(i'i$cio$ de Meri( E@ce$de$e 3.07 Meor'ie$o co$ Piedr de( Rio =>0.20 c'? 3.08 Ar'do co'-cdo e$ -s >0.15c'?
M3 M3 M3 M3 M3 M3 M2 M2
85.=1 83.17 0.45 10.7= 0.78 180.77 5.90 280.00
15.00 15.00 12.00 15.00 15.00 15.00 4.00 =.00
1284.15 1247.=1 5.40 1=1.40 11.70 2711.=1 23.=0 1=80.00
7125.47
OBRAS DE CONCRETO SI SIMPLE 4.01 Ci'ie$o corrido C:< 1:830 P.. F '@. = 4.02 ;o(do -r Ci'ie$o Corrido eG0.10 c'. 4.03 ;o(do -r -s eG0.05 c'. 4.04 ;o(do -r i&s de Ci'e$cio$ eG0.10 c'. 4.05 ;o(do -r Ciser$s eG0.05 c' 4.0= H(s - de Esc(ers eG0.20 c'.
M3 M2 M2 M2 M2 M2
37.43 59.41 5.90 47.21 =.15 1.04
90.00 9.00 9.00 9.00 9.00 10.00
33=8.70 534.=9 53.10 424.89 55.35 10.40
4447.13
M3 M2 J
48.92 0.00 1370.00
90.00 15.00 1.00
4402.80 0.00 1370.00
5772.80
M3 M2
9.=2 138.93
90.00 15.00
8=5.80 2083.95
2949.75
M3 M2 J
28.33 1=5.24 1=4=.7=
90.00 15.00 1.00
2549.70 2478.=0 1=4=.7=
==75.0=
M3 M2 J.
32.33 398.14 5538.=8
90.00 15.00 1.00
2909.70 5972.10 5538.=8
14420.48
M3 M2 J.
=4.80 =45.29 =4=8.8=
90.00 15.00 1.00
5832.00 9=79.35 =4=8.8=
21980.21
M3 M2 J. 6D 6D
==.45 537.40 2813.47 3798.48 =78.0=
90.00 15.00 1.00 0.35 1.00
5980.50 80=1.00 2813.47 1329.47 =78.0=
188=2.50
M3 M2 J.
2.=5 50.11 5=7.27
90.00 15.00 1.00
238.50 751.=5 5=7.27
1557.42
M3 M2 J.
8.71 70.80 784.=8
90.00 15.00 1.00
783.90 10=2.00 784.=8
2=30.58
OBRAS DE DE CO CONCRETO AR ARMADO Z)*)+)$ 5.01 5.01.01 Co$creo IcG210 J&/c'2 5.01.02 E$coIrdo ) Dese$coIrdo de -s 5.01.03 Acero de ReI"erso e$ -s S%,#0#+% 5.02 5.02.01 Co$creo IcG210 J&/c'2 5.02.02 E$coIrdo ) Dese$coIrdo de ;oreci'ie$o V#2)$ 3 C#0+)#% 5.03 5.03.01 Co$creo IcG210 J&/c'2 5.03.02 E$coIrdo ) Dese$coIrdo 5.03.03 Acero de ReI"erso e$ i&s de Ci'e$cio$ C%450)$ 5.04 5.04.01 Co$creo IcG210 J&/c'2 5.04.02 E$coIrdo ) Dese$coIrdo 5.04.03 Acero de ReI"erso V#2)$ 5.05 5.05.01 Co$creo IcG210 J&/c'2 5.05.02 E$coIrdo ) Dese$coIrdo 5.05.03 Acero de ReI"erso L%$)$ A4#2)3)$ 5.0= 5.0=.01 Co$creo IcG 210 J&/c'2 5.0=.02 E$coIrdo ) Dese$coIrdo 5.0=.03 Acero de ReI"erso 5.0=.04 Ldri((o 15@30@30 5.0=.05 Ldri((o 12@30@30 C#$+) 5.07 5.07.01 Co$creo IcG210 J&/c'2 5.07.02 E$coIrdo ) Dese$coIrdo 5.07.03 Acero de ReI"erso E$)4)$ 5.08 5.08.01 Co$creo IcG210 J&/c'2 5.08.02 E$coIrdo ) Dese$coIrdo 5.08.03 Acero de ReI"erso TOTAL
S/. 9='9'.81
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
DE EDIFICACION
PRESUPUESTO - MANO DE OBRA PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ARQUITECTURA ITEM 1.!!
.!!
&.!!
'.!!
(.!!
7.!!
8.!!
9.!!
.!!
1!.!!
11.!!
1.!!
DESCRIPCION
UND.
METRADO
C.U.
PARCIAL ;S/<
TOTAL ;S/<
MANPOSTERIA 1.01 M"ros de Ldri((o JJ derci(( de ;o& 1.02 ros ) $i*e(cio$ d"r$e (os ros
M2 LB
1429.98 4.00
1=.00 1.20
22879.=8 4.80
22884.48
REVOQUES Y ENLUCIDOS 2.01 rreo de M"ros $eriores 2.02 rreo de M"ros E@eriores Hc,d 2.03 rreo de Co("'$s 2.04 rreo de i&s 2.05 rreo de Cie(o Rso 2.0= rreos de Ciser$s 2.07 rreo de Esc(ers
M2 M2 M2 M2 M2 M2 M2
1500.04 337.2= 398.14 =45.29 537.40 50.11 70.80
9.00 10.00 10.00 12.00 12.00 10.00 10.00
13500.3= 3372.=0 3981.40 7743.48 =448.80 501.10 708.00
3=255.74
PISOS Y CONTRAPISOS 3.01 H(so Piso eG0.10 c'. 3.02 Acdo de Ce'e$o P"(ido Br"Kdo e$ Coc,ers 3.03 Acdo de Ce'e$o P"(ido e$ Pios e$d( ) Aoe 3.04 Co$r-iso eG0.05 c'. 3.05 Hordo ) Re*esi'ie$o e$ &rds de Esc(ers e$ Mder 3.0= Pisos de Cer'ico e$ B[email protected] 3.07 Pisos de Cer'ico e$ Coci$s [email protected] 3.08 Pisos de Pr!"e <")c$ =@30c' eedo e$ Dor'iorios ) Es"dios 3.09 Pisos de Pr!"eo$ e$ ;(/Co'edor ) De's A'ie$es
M2 M2 M2 M2 M2 M2 M2 M2 M2
199.3= 72.74 100.95 540.18 30.85 52.7= 35.91 258.41 13=.00
10.00 15.00 15.00 12.00 0.00 18.00 18.00 0.00 0.00
1993.=0 1091.10 1514.25 =482.1= 0.00 949.=8 =4=.38 0.00 0.00
12=77.17
ZOCALOS Y CONTRAZOCALOS 4.01 oc(o de Cer'ico e$ ;er*icios
M2 M2 ML ML
277.57 15.02 117.=8 5=2.42
15.00 15.00 12.00 0.00
41=3.55 225.30 1412.1= 0.00
5801.01
COBERTURAS 5.01 Po(icro$o A(*eo(r 5.02 Coer"r de e ;err$ e$ Peri'ero
LB M2
3.00 1=.01
=5.00 21.00
195.00 33=.21
531.21
CARPINTERIA DE MADERA =.01 P"er co$ 'rco P1 / [email protected] =.02 P"er co$ 'rco P2 / [email protected] =.05 C(oses se&"$ diseKo =.0= M"e(es de Coci$
6D 6D 6D BL.
2= 30 15.00 4.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00
CERRAJERIA 7.01 7.02 7.03 7.04 7.05
6D 6D 6D 6D 6D
204 40 10 58 3=
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00
6D 6D 6D 6D 6D 6D
1.00 1.00 1.00 1.00 1.00 3.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
0.00
Bis&r c-"c,i$ de 3 1/2 @ 3 1/2 Bis&r ("'i$id c-"c,i$ de 3 @ 3 Cerrd"r -r -"er -ri$ci-( -esd Cerrd"r -/Ko se&"ro i$er$o -eri(( '$i cerrd"r &o( 42 6P Cerrd"r -/i$erior -esi((o '$i ((*e &o( 53 6P;
CARPINTERIA METALICA 8.01 Re R1 / $&reso Peo$( [email protected] 8.02 Re R2 / $&reso e,ic"(r [email protected] 8.03 Re R3 / $&reso e,ic"(r [email protected] 8.04 Re R4 / $&reso e,ic"(r [email protected] 8.05 Re R5 / $&reso e,ic"(r [email protected] 8.0= Esr"c"r de Acero -r c"ier de Po(icro$o BARANDAS 9.01 9.02 9.03 9.04 9.05
Esc(er i-o 01 ". 2 Esc(er i-o 02 ". 2 Esc(er i-o 03 ". 2 B(co$es ". 2 Are Co'"$ ". 2
ML ML ML ML ML
4=.5 11.2 10.=5 182.88 28.8
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00
PINTURA 10.01 10.02 10.03 10.04 10.05
M"ros $eriores Pi$"r O(eo M"ros E@eriores Hc,d Pi$"r Le@ Co("'$s Pi$"r O(eo i&s Pi$"r O(eo Cie(o Rso Pi$"r O(eo
M2 M2 M2 M2 M2
1500.04 337.2= 398.14 =45.29 537.40
3.00 4.00 2.20 3.00 3.00
4500.12 1349.04 875.91 1935.87 1=12.20
10273.14
VIDRIOS 11.01 11.02
idrio ;e'ido(e $co(oro Cr"do / ;ise' Direco Es-eos Bise(dos 4'' Pr BKos
M2 6D
101.54 15.00
0.00 0.00
0.00 0.00
0.00
M3 M2 J.
2.17 23.42 120.00
70.00 15.00 0.80
151.90 351.30 9=.00
599.20
MESAS DE CONCRETO PARA COCINAS Y LAVANDERIAS 12.01 Co$creo IcG210 J&/c'2 12.02 E$coIrdo ) Dese$coIrdo 12.03 Acero de ReI"erso
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
DE EDIFICACION
PRESUPUESTO - MANO DE OBRA PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES SANITARIAS ITEM 1.!!
.!!
&.!!
'.!!
(.!!
7.!!
7.!!
8.!!
DESCRIPCION
UND.
METRADO
C.U.
PARCIAL ;S/<
TOTAL ;S/<
APARATOS SANITARIOS 1.01 .C. de $!"e Bo 1.02 .C. de $!"e A(o 1.03 L*orios de 22N -or 1=N co$ "$ ((*e cro'd de N -r 1/2 BKos 1.04 O*(i$ Mes $(c")e Accesorios 1.05 L*orios de Coci$ 1.0= L*deros -r L*$deri 1.07 i$s
6D 6D 6D 6D 6D 6D 6D
8.00 =.00 5.00 9.00 4.00 4.00 9.00
55.00 55.00 55.00 70.00 50.00 =0.00 120.00
440.00 330.00 275.00 =30.00 200.00 240.00 1080.00
3195.00
ACCESORIOS SANITARIAS 2.01 o((eros 2.02 P-e(ers 2.03 o$er 2.04 ;"'idero 2 2.05 Re&isro Roscdo de ro$ce 4 2.0= D"c,s cro'ds de ce &iroris ) ((*e 'ec(dro 'o$oc'$do 2.07 Bse de d"c, de r de *idrio
6D 6D 6D 6D 6D 6D 6D
14.00 14.00 14.00 37.00 17.00 10.00 1.00
17.00 17.00 17.00 17.00 17.00 25.00 45.00
238.00 238.00 238.00 =29.00 289.00 250.00 45.00
1927.00
VALVULAS 3.01 3.02 3.03 3.04
(*"( de co'-"er de 3/4 (*"( de co'-"er de 1/2 (*"( c,ec Bo) -r ciser$s
6D 6D 6D 6D
5.00 53.00 5.00 5.00
15.00 15.00 15.00 12.00
75.00 795.00 75.00 =0.00
1005.00
REDES DE AGUA FRIA Y AGUA CALIENTE 4.01 ;(id de A&" Hri 1/2 4.02 ;(id de A&" Hri 3/4 4.03 ;(id de A&" C(ie$e 1/2 4.04 "eri PC 1/2 4.05 "eri PC 3/4 4.0= "eri CPC 1/2
PO PO PO ML ML ML
53.00 =.00 31.00 120.4= 133.93 113.85
17.00 17.00 18.00 1.40 1.40 1.40
901.00 102.00 558.00 1=8.=4 187.50 159.39
207=.54
REDES DE DESAGUE 5.01 ;(ids de des&"e PC ;AL de 2 5.02 ;(ids de des&"e PC ;AL de 4 5.03 ;(id de e$i(cio$ de 2 5.04 ;o'rero -r *e$i(cio$ 2 5.05 Cs de Re&isro 12@24 5.0= "eri PC ;AL 4 5.07 "eri PC ;AL 2
PO PO PO 6D 6D ML ML
=2 32 18 5 2 109.47 75.==
17.00 17.00 17.00 12.00 =5.00 2.00 2.00
1054.00 544.00 30=.00 =0.00 130.00 218.94 151.32
24=4.2=
SISTEMA DE =.01 =.02 =.03 =.04
AGUAS PLUVIALES Red de ". PC DE 4 Mo$$e co$ ". PC de 3 C de Reisro co$ Rei(( 8@1= C$(e PC de = co$ ccesorios
ML ML 6D ML
38.00 ==.00 1.00 43.00
2.00 3.00 25.00 10
7=.00 198.00 25.00 430.00
729.00
OTROS =.01 =.02 =.03
,er' =5 L;. E(ecroo' 0.5
6D 6D 6D
5 5 5
130.00 150.00 250.00
=50.00 750.00 1250.00
2=50.00
PA PA PA PA PA PA PA PA PA PA PA PA
20 52 9 8 3 11 11 4= 27 35 4 0.=78
1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50
30.00 78.00 13.50 12.00 4.50 1=.50 1=.50 =9.00 40.50 52.50 =.00 1.02
340.02
ACCESORIOS 7.01 Codo 4@90 7.02 Codo 2@90 7.03 Codo 2@45 7.04 Codo 4@45 7.05 Codo co$ Red"ccio$ 42 7.0= Qee si'-(e 2 7.07 Qee si'-(e 4 7.08 Qee si'-(e de 42 7.09 ee s$iri de 4 7.10 r'- P 2 7.11 ee de 42 7.12 Pe&'e$o -r PC ccesorios TOTAL
S/. 1'=&97.91
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
EDIFICACION
PRESUPUESTO - MANO DE OBRA PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES ELECTRICAS ITEM 1.!!
.!!
&.!!
'.!!
(.!!
7.!!
8.!!
9.!!
DESCRIPCION
UND.
TOTAL
C.U.
PARCIAL ;S/<
TOTAL ;S/<
SALIDAD PARA ELECTRICIDAD Y FUERZAS 1.01 ;(id de ec,o de >Ce$ro de L"? 1.02 ;(id -r Br!"ee 1.03 ;(id -r $err"-or ;i'-(e 1.04 ;(id Pr $err"-or Do(e 1.05 ;(id -r $err"-or co$ Co$'"cio$ 1.0= ;(id -r o'corrie$e ,G0.40 1.07 ;(id -r o'corrie$e ,G1.40
PO PO PO PO PO PO PO
109.00 11.00 80.00 1=.00 12.00 80.00 51.00
12.00 12.00 12.00 12.00 12.00 12.00 12.00
1308.00 132.00 9=0.00 192.00 144.00 9=0.00 =12.00
4308.00
CANALIZACION Y/O TUBERIAS 2.01 "eri PC ;AP 20'' >o'corrie$es e i$err"-ores? 2.02 "eri PC ;AP 25'' >(i'e$dores? 2.03 "eri PC ;AP 1 >(i'e$dor -ri$ci-(? 2.04 "eri PC ;AP 3/4'' >i$erco'"$icdor? 2.05 "eri PC ;AP 1 >e(eIo$i? 2.0= "eri PC ;AP 1 >CABLE?
ML ML ML ML ML ML
1057.3= 8=.40 10.00 45.35 3=.30 151.=0
0.=0 0.=0 0.=0 0.=0 0.=0 0.=0
=34.42 51.84 =.00 27.21 21.78 90.9=
832.21
C de Pse H 300'' @ 200'' C de Pse H 100'' @100''
6D 6D
8.00 1.00
20.00 20.00
1=0.00 20.00
180.00
TABLERO DE DISTRIBUCION PARA CORRIENTE ALTERNA 4.01 (ero e$er( de Disri"cio$ co$ e$rd de C(es 4.02 (ero de Disri"cio$ DA 4.03 (ero de Disri"cio$ DC 4.04 (ero de Disri"cio$ D; 4.05 ;" (ero de Disri"cio$ DB 4.0= (ero de Disri"cio$ DD 4.07 (ero de Disri"cio$ DH 4.08 (ero de Disri"cio$ D< 4.09 ;" (ero de Disri"cio$ D 4.10 ;" (ero de Disri"cio$ DE
6D 6D 6D 6D 6D 6D 6D 6D 6D 6D
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00
3=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00 2=0.00
2700.00
ALIMENTACION A SERVICIOS 5.01 C(e < 2@4''2 1@10'' >? >(i'e$dor -ri$ci-(? 5.02 C(e 21 @ 2.5'' S 20 '' >("'rdo? 5.03 C(e 21 @ 4.0'' 1 @ 2.5 S 20 '' >o'corrie$e?
ML ML ML
10.00 441.41 570.93
1.10 1.10 1.10
11.00 485.55 =28.02
1124.57
INTERRUPTORES =.01 $err"-or er'o'&$eico 2@25A =.02 $err"-or DiIere$ci( 2@25A
6D 6D
=.00 10.00
22.00 2=.00
132.00 2=0.00
392.00
SALIDA PARA COMUNICACIONES Y SEÑALES 7.01 ;(id -r e(eIo$i 7.02 ;(id -r $erco'"$icdor 7.03 ;(id -rC(e
6D 6D 6D
5.00 5.00 20.00
12.00 12.00 12.00
=0.00 =0.00 240.00
3=0.00
VARIOS 8.01 8.02 8.03 8.04 8.05 8.0=
6D 6D 6D 6D 6D 6D
1.00 2.00 1.00 4.00 =.00 1.00
450.00 120.00 90.00 =0.00 70.00 150.00
450.00 240.00 90.00 240.00 420.00 150.00
1590.00
CAJAS 3.01 3.02
B$co de Medidores Poo -"es ierr $erco'"$icdor Pri$ci-( L"ces de E'er&e$ci $erco'"$icdor er'o'&$eico ) A"o'ico >e(ecroo'? Aco'eid E(ecric TOTAL
S/. 11='97.89
M. EDIFICACION
PRESUPUESTO - MATERI PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ESTRUCTURA ITEM 1.!!
DESCRIPCION OBRAS PROVISIONALES 1.01 Oci$ 1.02 A('ce$ 1.03 "rdi$i 1.04 ;er*icios
$s(cio$? 1.07 E$er&i -r L Co$sr"ccio$ >$s(cio$?
UND.
1 P#
%$MET P#
%$LB LB LB LB LB LB LB
1.00 1.00 1.00 1.00 1.00 1.00 1.00
.!! TRABAJOS PRELIMINARES .!1 L#0*#>) 3 T% ;0)5)4< .! T)>% ? R*4)+% P4#0#) Qeso de 28 &. Escs de 'der de 2@2@1.2' Pi$"r Es'(e ;i$eico .!& M%@#4#>)#% 3 E5#*%$ ? H)0#+)$
M2 M2 BL; P2 L6 LB
239.81 239.81 10.00 55.00 2.00 1.00
&.!! MOVIMIENTO DE TIERRAS &.!1 E)@)#% 3 Z)*)+)$ &.! E)@)#% 3 C#0#+% C%#3% &.!& E)@)#% 3 V#2)$ 3 C#0+)#% &.!' E)@)#% 3 C#$+) &.!( E)@)#% 3 B)$ 3 E$)4)$ &.!7 E4#0#)#% 3 M)+#)4 E3+ &.!8 M%)0#+% % P#3) 34 R#% 7";!.! 0< Piedr de Rio = &.!9 A0)3% %0*)+)3% >)*)+)$ ;!.1(0< Ar'do
M3 M3 M3 M3 M3 M3 M2 M3 M2 M3
85.=1 83.17 0.45 10.7= 0.78 180.77 5.90 1.18 5.90 280.00
'.!! OBRAS DE CONCRETO SIMPLE '.!1 C#0#+% %#3% C:H 1:9&! P.G. 0). 7" Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio Piedr Medi$ de Rio M@. =
M3 BL; M3 M3 M3
37.43 3=4.19 18.83 19.4= 1=.04
'.!
'.!&
'.!'
'.!(
'.!7
(.!!
S%4)3% *)) C#0#+% C%#3% !.1! 0. Ce'e$o Por($d i-o 1 )*)+)$ !.!( 0. Ce'e$o Por($d i-o 1
M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3 M3
59.41 2.02 0.3= 5.90 0.10 0.02 47.21 1.=5 0.28 =.15 0.11 0.02 1.04 1.93 0.17 0.10
M3 BL; M3 M3 M2 J AR J
48.92 454.9= 39.14 24.4= 0.00 1370.00 153.7= 82.20
M3 BL; M3 M3 M2 J J
9.=2 89.45 7.70 4.80 138.93 20.84 41.=8
M3 BL; M3 M3 M2 J J J AR AR J
28.33 2=.35 22.== 14.17 1=5.24 24.80 49.=0 1=4=.7= 137.90 185.80 98.80
M3 BL; M3 M3 M2 J J J.
8.=2 80.17 =.90 4.31 104.2= 15.=4 31.28 1932.80
8.74 81.28 =.99 4.37 104.2= 15.=4 31.28 1=22.5=
OBRAS DE CONCRETO ARMADO
(.!1 Z)*)+)$ (.!1.!1 C%+% 1! 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!1.! E%)3% ? D$%)3% 3 Z)*)+)$ (.!1.!& A% 3 R5$% Z)*)+)$ Hierro de 1/2 A('re 6e&ro 6 1= (.! S%,#0#+% (.!.!1 C%+% 18( 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!.! E%)3% ? D$%)3% 3 S%,#0#+% C(*os -r 'der C/C 1 1/2 A('re 6e&ro 6 8 (.!& V#2)$ 3 C#0+)#% (.!&.!1 C%+% 1! 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!&.! E%)3% ? D$%)3% C(*os -r 'der C/C 1 1/2 A('re 6e&ro 6 8 (.!&.!& A% 3 R5$% V#2)$ 3 C#0+)#% Hierro de 1/2 Hierro de 1/4 A('re 6e&ro 6 1= (.!' C%450)$ (.!'.!1 C%+% 18( 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!'.! E%)3% ? D$%)3% C(*os -r 'der C/C 1 1/2 A('re 6e&ro 6 8 (.!'.!& A% 3 R5
%$ Hierro de 1/4 Hierro de 3/8 Hierro de 1/2 Hierro de 5/8 A('re 6e&ro 6 1= (.!( V#2)$ (.!(.!1 C%+% 18( 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!(.! E%)3% ? D$%)3% C(*os -r 'der C/C 1 1/2 A('re 6e&ro 6 8 (.!(.!& A% 3 R5$% Hierro de 1/4 Hierro de 3/8 Hierro de 1/2 Hierro de 5/8 A('re 6e&ro 6 1= (.!7 L%$)$ A4#2)3)$ (.!7.!1 C%+% 18( 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!7.! E%)3% ? D$%)3% C(*os -r 'der C/C 3 A('re 6e&ro 6 8 (.!7.!& A% 3 R5$% Hierro de 1/4 Hierro de 1/2 A('re 6e&ro 6 1= (.!7.!' L)3#44% 1(&!&! (.!7.!( L)3#44% 1&!&! (.!8 C#$+) (.!8.!1 C%+% 1! 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!8.! E%)3% ? D$%)3% C(*os -r 'der C/C 3 A('re 6e&ro 6 8 (.!8.!& A% 3 R5$% Hierro de 1/2 A('re 6e&ro 6 1= (.!9 E$)4)$ (.!9.!1 C%+% 1! 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio (.!9.! E%)3% ? D$%)3% C(*os -r 'der C/C 3 A('re 6e&ro 6 8 (.!9.!& A% 3 R5$% Hierro de 3/8 Hierro de 1/2 A('re 6e&ro 6 1=
AR AR AR AR J
35.57 92.03 =1.=3 =0.02 115.97
20.34 7=.4= 30.49 =5.93 97.35
M3 BL; M3 M3 M2 J J J. AR AR AR AR J
18.85 175.31 15.08 9.43 194.93 29.24 58.48 1748.34 33.=0 129.=5 31.45 52.98 104.90
18.85 175.31 15.08 9.43 194.93 29.24 58.48 1748.34 33.=0 129.=5 31.45 52.98 104.90
M3 BL; M3 M3 M2 J J J. AR AR J 6D 6D
18.75 174.38 15.00 9.38 157.00 23.55 47.10 823.08 =9.08 74.08 49.38 1307.81
18.31 170.28 14.=5 9.1= 152.00 22.80 45.=0 790.55 =7.= 71.7 47.43 12==.1=
M3 BL; M3 M3 M2 J J J. AR J
2.=5 24.=5 2.12 1.33 50.11 7.52 15.03 5=7.27 =3.03 170.18
M3 BL; M3 M3 M2 J J J. AR AR J
2.85 2=.51 2.28 1.43 22.75 3.41 =.83 25=.72 8.30 24.12 15.40
1.=3 15.1= 1.30 0.82 13.54 2.03 4.0= 141.5 4.= 13.28 8.49
TOTAL
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
LES
CAJAMARCA
ADO & P#
%$' P#
%$METRADO
C.U.
PARCIAL ;S/<
TOTAL ;S/<
1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00
239.81 239.81 10.00 55.00 2.00 1.00
7.5= 1.20 33.00
75.=0 ==.00 ==.00
207.=0
85.=1 83.17 0.45 10.7= 0.78 180.77 5.90 1.18 5.90 280.00
42.00 42.00
49.5= 117=0.00
11809.5=
37.43 3=4.19 18.83 19.4= 1=.04
22.00 55.00 =5.00 50.00
8012.18 1035.=5 12=4.90 802.00
59.41 2.02 0.3= 5.90 0.10 0.02 47.21 1.=5 0.28 =.15 0.11 0.02 1.04 1.93 0.17 0.10
22.00 47.00 22.00 47.00 22.00 47.00 22.00 4747.00 22.00 55.00 =5.00
44.44 1=.92 2.20 0.94 3=.30 13.1= 2.42 94.94 42.4= 9.35 =.50
48.92 454.9= 39.14 24.4= 0.00 1370.00 153.7= 82.20
22.00 55.00 =5.00 30.00 4.00
10009.03 2152.48 1589.90 4=12.80 328.80
18=93.01
9.=2 89.45 7.70 4.80 138.93 20.84 41.=8
22.00 55.00 =5.00 3.90 4.00
19=7.90 423.50 312.00 81.28 1==.72
2951.40
28.33 2=.35 22.== 14.17 1=5.24 24.80 49.=0 1=4=.7= 137.90 185.80 98.80
22.00 55.00 =5.00 3.90 4.00 30.00 11.00 4.00
579.70 124=.30 921.05 9=.72 198.40 4137.00 2043.80 395.20
9=18.17
9.=8 90.02 7.74 4.84 11=.74 17.51 35.02 1=49.84
5.29 49.29 4.23 2.=5 72.88 10.93 21.8= 333.48
32.33 300.7= 25.8= 1=.17 398.14 59.72 119.44 5538.=8
22.00 55.00 =5.00 3.90 4.00
==1=.72 1422.52 1050.73 232.91 477.77
11384.3=
32405.98
32.4= 7=.4= 30.49 =5.93 98.99
7=.7= 18.04 20.01
1=5.13 244.95 140.=5 191.88 332.32
11.00 1=.00 30.00 59.00 4.00
181=.43 3919.20 4219.50 11320.92 1329.28
18.85 175.31 15.08 9.43 194.93 29.24 58.48 1748.34 33.=0 129.=5 31.45 52.98 104.90
8.25 7=.73 =.=0 4.13 =0.5 9.08 18.15 1223.84 23.52 90.7= 22.02 37.08 73.43
=4.80 =02.=4 51.84 32.40 =45.29 9=.79 193.59 =4=8.8= 124.32 479.71 11=.37 19=.02 388.13
22.00 55.00 =5.00 3.90 4.00 11.00 1=.00 30.00 59.00 4.00
13258.08 2851.20 210=.00 377.49 774.35 13=7.52 7=75.3= 3491.10 115=5.18 1552.53
45018.81
17.87 1==.19 14.30 8.94 147.00 22.05 44.10 7=5.75 =5.3 =9.4 45.95 1224.51
11.52 107.14 9.22 5.7= 81.4 12.21 24.42 434.09 3=.2 39.= 2=.05 =78.0=
==.45 =17.99 53.1= 33.23 537.40 80.=1 1=1.22 2813.47 238.18 254.78 1=8.81 3798.48 =78.0=
22.00 55.00 =5.00 4.00 4.00 11.00 30.00 4.00 2.=0 2.30
13595.=7 2923.80 2159.=3 322.44 =44.88 2=19.98 7=43.40 =75.23 987=.05 1559.54
42020.=1
2.=5 24.=5 2.12 1.33 50.11 7.52 15.03 5=7.27 =3.03 170.18
22.00 55.00 =5.00 4.00 4.00 30.00 4.00
542.19 11=.=0 8=.13 30.07 =0.13 1890.90 =80.72
340=.74
4.23 39.34 3.38 2.12 34.51 5.18 10.35 38=.4= 12.= 3=.25 23.19
8.71 81.00 =.97 4.3= 70.80 10.=2 21.24 784.=8 25.50 73.=5 47.08
18.00 55.00 =5.00 4.00 4.00 1=.00 30.00 4.00
22.00 383.24 283.08 42.48 84.9= 408.00 2209.50 188.32
3=21.58
S/. 191=1&8.91
M. EDIFICACION
PRESUPUESTO - MATERI PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ARQUITECTURA ITEM 1.!!
DESCRIPCION
MANPOSTERIA 1.!1 M5%$ 3 L)3#44% 3)#44) 3 S%2) Are$ r"es de Rio Ldri((o JJ de rci(( Ce'e$o Por($d i-o 1.! T)>%$ ? #@4)#% 35)+ 4%$ +),)%$
UND.
1 P#
%$MET P#
%$M2 M3 6D BL; LB
300.5= 9.01=8 11421.28 ==.1232 1.00
421.52 12.=45= 1=017.7= 92.7344 1.00
.!! REVOQUES Y ENLUCIDOS .!1 T))% 3 M5%$ I+#%$ Ce'e$o Por($do i-o Are$ Hi$ .! T))% 3 M5%$ E+#%$ - F)K)3) Ce'e$o Por($do i-o Are$ Hi$ .!& T))% 3 C%450)$ Ce'e$o Por($do i-o Are$ Hi$ .!' T))% 3 V#2)$ Ce'e$o Por($do i-o Are$ Hi$ .!( T))% 3 C#4% R)$% Ce'e$o Por($do i-o Are$ Hi$ .!7 T))%$ 3 C#$+)$ Ce'e$o Por($do i-o Are$ Hi$ .!8 T))% 3 E$)4)$ Ce'e$o Por($do i-o Are$ Hi$
M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3 M2 BL; M3
250.12 25.01 4.50 33.34 3.33 0.=0 104.2= 10.43 1.88 194.93 19.49 3.51 157.00 15.70 2.83 50.11 5.01 0.90 22.75 2.28 0.41
45=.08 45.=1 8.21 151.9= 15.20 2.74 104.2= 10.43 1.88 194.93 19.49 3.51 152.00 15.20 2.74 13.54 1.35 0.24
&.!! PISOS Y CONTRAPISOS &.!1 F)4$% P#$% !.1! 0. Ce'e$o Por($do i-o Are$ r"es de Rio Piedr C,$cd de 1/2
M2 BL; M3 M3
199.3= 119.=2 10.9= 13.9=
M2 BL; M3 M3 M2 BL; M3 M3 M2 BL; M3 M2 M2 M2 M2 BL; M2 J M2 BL; M2 J M2 M2
72.74 32.73 2.18 2.18 7.== 3.45 0.23 0.23 118.95 47.58 8.33 9.99 1.99 8.00 5.70 0.97 5.87 4.45 1=.33 2.78 1=.82 12.74 21.51 51.57
178.35 71.34 12.48 =.48 2.48 8 19.78 3.3= 20.37 15.43 =.=1 1.12 =.81 0.01 95.41 28.43
M2 BL; M2 J M2 BL; M2 J ML ML BL; M3 ML
32.7= 5.57 33.74 25.55 4.20 0.71 4.33 3.28 21.00 30.12 =.=3 0.=3 123.20
100.=2 17.11 103.=4 78.48 3.32 0.5= 3.42 2.59 1=.=0 1=4.5=
COBERTURAS 5.01 Po(icro$o A(*eo(r 5.02 Coer"r de e ;err$ e$ Peri'ero
LB M2
CARPINTERIA DE MADERA =.01 P"er co$ 'rco P1 / [email protected] =.02 P"er co$ 'rco P2 / [email protected] =.03 C(oses se&"$ diseKo >,G2.50? $c(). Accesorios ) 'o$e =.04 M"e(es ) Re-oseros de Coci$
6D 6D ML 6D
9 8 2.45 1
7 8 19.45 1
CERRAJERIA 7.01 Bis&r c-"c,i$ de 3 1/2 @ 3 1/2 7.02 Bis&r ("'i$id c-"c,i$ de 3 @ 3 7.03 Cerrd"r -r -"er -ri$ci-( -esd 7.04 Cerrd"r -/Ko se&"ro i$er$o -eri(( '$i cerrd"r &o( 7.05 Cerrd"r -/i$erior -esi((o '$i ((*e &o( 53 6P;
6D 6D 6D 6D 6D
32 1= 4 2 =
72 8 2 5 13
&.!
&.!&
&.!'
&.!(
&.!7
&.!8
&.!9 &.!
A),)3% 3 C0+% P54#3% B5)3% C%K)$ Ce'e$o Por($do i-o Are$ r"es de Rio Piedr C,$cd de 1/2 A),)3% 3 C0+% P54#3% P)+#%$= +3)4= ? A>%+) Ce'e$o Por($do i-o Are$ r"es de Rio Piedr C,$cd de 1/2 C%+)*#$% !.!( 0. Ce'e$o Por($do i-o Are$ r"es de Rio F%)3% ? R@$+%. 2)3)$ 3 E$)4)$ Hordo ) R*so. e$ Esc(ers $eriores e$ 'der Hordo ) R*so. e$ &rds de Esc(er Pri$ci-( P#$%$ 3 C)0#% B)%$ !.&!!.&! Ce'e$o Por($do i-o Cer'ico [email protected] Hr&" P#$%$ C)0#%$ C%#)$ !.'!.' Ce'e$o Por($do i-o Cer'ico [email protected] Hr&" P#$%$ 3 P)5+ H5)?)) 7&!0 V+)3% D%0. ? E P#$%$ 3 P)5+% S)4)/C%03% ? D0)$ A0,#+
'.!! ZOCALOS Y CONTRAZOCALOS '.!1 Z%)4% 3 C)0#% S@##%$ H#2##%$ Ce'e$o Por($do i-o Cer'ico [email protected] Hr&" '.! Z%)4% 3 C)0#% C%#)$ Ce'e$o Por($do i-o Cer'ico [email protected] Hr&" Ce$eIs de 0.20 @ 0.10 '.!& C%+)>%)4% 3 0+% *54#3% K!.1! Ce'e$o Por($do i-o Are$ Hi$ de Rio '.!' C%+)>%)4% K!.1! 3 0)3) (.!!
7.!!
8.!!
9.!!
CARPINTERIA METALICA 8.01 Re R1 / $&reso Peo$( [email protected] 8.02 Re R2 / $&reso e,ic"(r [email protected] 8.03 Re R3 / $&reso e,ic"(r [email protected] 8.04 Re R4 / $&reso e,ic"(r [email protected] 8.05 Re R5 / $&reso e,ic"(r [email protected] 8.0= Esr"c"r de Acero -r c"ier de Po(icro$o
6D 6D 6D 6D 6D 6D
1 1 1 1 1
ML ML ML ML ML
15.5 5.=
15.5 91.44 9.=
1!.!! PINTURA 1!.!1 M5%$ I+#%$ - P#+5) O4% Pi$"r O(eo Me Pi$"r i'-ri'$e -r '"ros 1!.! M5%$ E+#%$ - F)K)3) - P#+5) L)+ ;e((dor ($co -r '"ros Li de erro 6 80 Pi$"r (e@ si$eico 1!.!& C%450)$ - P#+5) O4% Pi$"r O(eo Me Pi$"r i'-ri'$e -r '"ros 1!.!' V#2)$ - P#+5) O4% Pi$"r O(eo Me Pi$"r i'-ri'$e -r '"ros 1!.!( C#4% R)$% - P#+5) O4% Pi$"r O(eo Me Pi$"r i'-ri'$e -r '"ros
M2 AL AL M2 AL PA AL M2 AL AL M2 AL AL M2 AL AL
250.12 11.2= 32.52 33.34 1.=7 33.34 1.=7 104.2= 4.=9 13.55 194.93 8.77 25.34 157.00 7.07 20.41
45=.08 20.52 59.29 151.9= 7.=0 151.9= 7.=0 104.2= 4.=9 13.55 194.93 8.77 25.34 152.00 =.84 19.7=
11.!! SUMINISTRO E INSTALACION DE VIDRIOS INCLYE. ACCESORIOS 11.01 idrio ;e'ido(e $co(oro Cr"do / ;ise' Direco 11.02 idrio 8'' $co(oro / $c(e)e. ;is. P"er Pio$e 11.03 Es-eos Bise(dos 4'' Pr BKos
M2 M2 6D
18.75 2.00
32.=1 9.45 5
1.!! MESAS DE CONCRETO PARA COCINAS Y LAVANDERIAS 1.!1 C%+% 1! 2/0 Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio 1.! E%)3% ? D$%)3% C(*os -r 'der C/C 3 A('re 6e&ro 6 8 1.!& A% 3 R5$% Hierro de 3/8 A('re 6e&ro 6 1=
M3 BL; M3 M3 M2 J J J. AR J
0.72 =.70 0.58 0.3= 8.10 1.22 2.43 42 4.=7 2.52
0.5 4.=5 0.40 0.25 5.32 0.80 1.=0 29 3.22 1.74
.!!
SUMINISTRO Y COLOCACION DE BARANDAS 9.01 Esc(er i-o 01 ". 2 9.02 Esc(er i-o 02 ". 2 9.03 Esc(er i-o 03 ". 2 9.04 B(co$es ". 2 9.05 Are Co'"$ ". 2
TOTAL
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
LES
CAJAMARCA
ADO & P#
%$' P#
%$METRADO
C.U.
PARCIAL ;S/<
TOTAL ;S/<
381.1= 11.4348 14484.08 83.8552 1.00
32=.1= 9.7848 12394.08 71.7552 1.00
1429.40 42.88 54317.20 314.47 4.00
=5.00 0.42 22.00
2787.33 22813.22 =918.30
32518.85
375.3= 37.54 =.7= 151.9= 15.20 2.74 11=.74 11.=7 2.10 194.93 19.49 3.51 147.00 14.70 2.=5 34.51 3.45 0.=2
418.48 41.85 7.53 72.88 7.29 1.31 =0.5 =.05 1.09 81.4 8.14 1.47
1500.04 150.00 27.00 337.2= 33.73 =.07 398.14 39.81 7.17 =45.29 =4.53 11.=2 537.40 53.74 9.=7 50.11 5.01 0.90 70.80 7.08 1.27
22.00 =0.00 22.00 =0.00 22.00 =0.00 22.00 =0.00 22.00 =0.00 22.00 =0.00 22.00 =0.00
3300.09 1=20.04 741.97 3=4.24 875.91 429.99 1419.=4 =9=.91 1182.28 580.39 110.24 54.12 155.7= 7=.4=
11=08.05
199.3= 119.=2 10.9= 13.9=
22.00 =5.00 55.00
2=31.55 712.71 7=7.54
17=.59 70.=4 12.3= 14.38 =.38 8 12.97 2.20 13.3= 10.12 12.97 2.20 13.3= 0.03 95.41 5=
93.29 41.98 2.80 2.80 ==.29 2=.52 4.=4 14.31 2.43 14.74 11.1= 4=.08
72.74 32.73 2.18 2.18 100.95 45.43 3.03 3.03 540.18 21=.07 37.81 30.85 10.85 24.00 52.7= 8.97 54.34 41.15 35.91 =.10 3=.99 12.78 258.41 13=.00
22.00 =5.00 55.00 22.00 =5.00 55.00 18.00 =5.00
720.13 141.84 120.02 999.41 19=.85 1==.57 3889.30 2457.82
75.00 90.00 22.00 31.00 =.00 22.00 42.00 =.00 33.00 7=.00
813.75 21=0.00 197.32 1=84.=3 24=.92 134.30 1553.47 7=.== 8527.53 1033=.00
72.=7 12.35 74.85 5=.=8 7.5 1.28 7.73 5.85 37.50 202.34
71.52 12.1= 73.=7 55.79 87.5= 19.2= 1.84 72.32
277.57 47.19 285.90 21=.50 15.02 2.55 15.47 11.72 75.10 117.=8 25.89 2.47 5=2.42
22.00 31.00 =.00 22.00 25.00 =.00 24.00 22.00 =0.00 27.00
1038.11 88=2.81 1299.03 5=.17 38=.77 70.29 1802.40 5=9.57 148.28 15185.34
29418.77
3 1=.01
3.00 1=.01
1200.00 28.00
3=00.00 448.28
4048.28
= 8 11.=3 2
4 = 5.15
2= 30 38.=8 4
380.00 380.00 1100.00 1200.00
9880.00 11400.00 42548.00 4800.00
=8=28.00
=4 12 3 4 12
3= 4 1 4 5
204 40 10 58 3=
5.00 5.00 =0.00 50.00 50.00
1020.00 200.00 =00.00 2900.00 1800.00
=520.00
38534.31
3
1.00 1.00 1.00 1.00 1.00 3.00
1=00.00 2900.00 1=50.00 2800.00 2500.00 2400.00
1=00.00 2900.00 1=50.00 2800.00 2500.00 7200.00
18=50.00
15.5 5.= 10.=5 91.44 9.=
9.=
4=.5 11.2 10.=5 182.88 28.8
43.00 43.00 43.00 43.00 43.00
1999.50 481.=0 457.95 78=3.84 1238.40
12041.29
375.3= 1=.89 48.80 151.9= 7.=0 151.9= 7.=0 11=.74 5.25 15.18 194.93 8.77 25.34 147.00 =.=2 19.11
418.48 18.83 54.40 72.88 3.28 9.47 =0.5 2.72 7.87 81.4 3.== 10.58
1500.04 =7.50 195.01 337.2= 1=.8= 337.2= 1=.8= 398.14 17.92 51.7= =45.29 29.04 83.89 537.40 24.18 =9.8=
54.00 35.00 12.45 1.70 32.50 54.00 35.00 54.00 35.00 54.00 35.00
3=45.10 =825.18 209.94 573.34 548.05 9=7.48 1811.54 15=8.05 293=.07 1305.88 2445.17
22835.81
34.7 9.45 4
15.48 4
101.54 18.90 15.00
125.00 175.00 70.00
12=92.50 3307.50 1050.00
17050.00
0.95 8.84 0.7= 0.48 10 1.50 3.00 49 5.44 2.94
2.17 20.18 1.74 1.09 23.42 3.51 7.03 120.00 13.33 7.20
22.00 55.00 =5.00 4.00 4.00 1=.00 4.00
443.98 95.48 70.53 14.05 28.10 213.28 28.80
894.22
S/. 7=8'8.(9
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
PRESUPUESTO - MATERIALES PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES SANITARIAS ITEM 1.!!
DESCRIPCION
UND.
1 P#
%$METRADO P#$% & P#
%$' P#
%$TOTAL
C.U.
PARCIAL ;S/<
TOTAL ;S/<
APARATOS SANITARIOS 1.01 .C. de $!"e Bo 1.02 .C. de $!"e A(o 1.03 L*orios de 22N -or 1=N co$ "$ ((*e cro'd de N -r 1.04 O*(i$ Mes $(c")e Accesorios 1.05 L*orios de Coci$ 1.0= L*deros -r L*$deri 1.07 i$s
6D 6D 6D 6D 6D 6D 6D
2 1 1 1 2 1
4 1 2 3 1 1 4
2 2 1 3 2 1 2
2 1 1 2 2
8.00 =.00 5.00 9.00 4.00 4.00 9.00
2=0.00 230.00 200.00 320.00 310.00 190.00 550.00
2080.00 1380.00 1000.00 2880.00 1240.00 7=0.00 4950.00
14290.00
.!! ACCESORIOS SANITARIAS .!1 T%)44%$ .! P)*4)$ .!& J),%) .!' S50#3% " Pe&'e$o -r PC ;"'idero de Bro$ce de 2 r'- P PC ;AP 2 .!( R2#$+% R%$)3% 3 ,% '" Re&isro Roscdo de ro$ce 4 Pe&'e$o -r PC ". PC ;AP P/4 ee ;$i. ;i'-(e PC ;AP T 4 @ 4 .!7 D5K)$ %0)3)$ 3 ),>) 2#)+%#$ ? 44)@ 0>4)3 .!8 B)$ 3 35K) 3 ,) 3 @#3#%
6D 6D 6D 6D AL 6D PA 6D PA AL ML 6D 6D 6D
2.00 2.00 2.00 8.00 0.08 8.00 8.00 3.00 3.00 0.03 =.00 3.00 1.00
5 5 5 12 0.12 12.00 12.00 5 5.00 0.05 10.00 5.00 4
4 4 4 10 0.10 10.00 10.00 5 5.00 0.05 10.00 5.00 2
3 3 3 7 0.07 7.00 7.00 4 4.00 0.04 8.00 4.00 3 1
14.00 14.00 14.00 37.00 0.37 37.00 37.00 17.00 17.00 0.17 34.00 17.00 10.00 1.00
22.00 22.00 22.00 31.00 5.10 5.05 8.40 31.00 19.33 8.40 78.00 145.00
308.00 308.00 308.00 11.47 188.70 18=.85 142.80 5.27 =57.22 142.80 780.00 145.00
3184.11
VALVULAS &.!1 V)4@54) 3 %0*5+) 3 &/' Ci$ eUo$ $io$ $i*ers( DE Ho. AL. DE 1 6i-(e H T 1 @ 3 (*"( EsIeric DE T 3/4 Pesd &.! V)4@54) 3 %0*5+) 3 1/ Ci$ eUo$ $io$ $i*ers( DE Ho. AL. DE 1/2 6i-(e H T 1/2 @ 2 (*"( EsIeric DE T 1/2 Pesd &.!& V)4@54) K $io$ "$i*ers( de Ho. (*. de 1/2 Ad-dor PC ;AP 1/2 (*"( c,ec 1/2 &.!' B%?) *)) #$+)$
6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D
5.00 5.00 10.00 10.00 5.00 11.00 11.00 22.00 22.00 11.00 5.00 10.00 10.00 5.00 5.00
1= 1=.00 32.00 32.00 1=.00
14 14.00 28.00 28.00 14.00
12 12.00 24.00 24.00 12.00
5.00 5.00 10.00 10.00 5.00 53.00 53.00 10=.00 10=.00 53.00 5.00 10.00 10.00 5.00 5.00
0.84 5.4= 2.10 =0.00 0.84 4.20 1.=8 55.00 4.20 3.50 93.00 17.00
4.20 54.=0 21.00 300.00 44.52 445.20 178.08 2915.00 42.00 35.00 4=5.00 85.00
4589.=0
REDES DE AGUA FRIA Y AGUA CALIENTE '.!1 S)4#3) 3 A25) F#) 1/ Ci$ eUo$ Pe&'e$o -r ". PC Codo de Ho. o. 1/2 ". PC ;AP 1/2 Ad-dor PC DE 1/2 '.! S)4#3) 3 A25) F#) &/' Ci$ eUo$ Pe&'e$o -r ". PC Codo de Ho. o. 3/4 ". PC ;AP 3/4 '.!& S)4#3) 3 A25) C)4#+ 1/ Pe&'e$o -r ". CPC 100 '( Codo de Hoo 1/2 Codode 90 CPC 1/2 ". CPC 1/2 '.!' T5,#) PVC 1/ Ci$ eUo$ ". PC ;AP 1/2 '.!( T5,#) PVC &/' Ci$ eUo$ ". PC ;AP 3/4 '.!7 T5,#) CPVC 1/ Pe&'e$o -r ". CPC 100 '( ". CPC 1/2
PO 6D L6 6D ML 6D PO 6D L6 6D 6D PO 6D 6D 6D ML ML 6D ML ML 6D ML ML 6D ML
11.00 2.75 0.04 11.00 22.00 11.00 =.00 1.50 0.02 =.00 3=.00 5.00 0.7= 5.00 5.00 10.00 23.57 2.3= 24.75 79.7= 7.98 83.75 22.13 0.22 22.13
1= 4.00 0.0= 1=.00 32.00 1=.00 10 1.51 10.00 10.00 20.00 28.9 2.89 30.35 14.7= 1.48 15.50 27.7= 0.28 27.7=
15 3.75 0.0= 15.00 30.00 15.00 9 1.3= 9.00 9.00 18.00 33.45 3.35 35.12 14.7= 1.48 15.50 32.53 0.33 32.53
11 2.75 0.04 11.00 22.00 11.00 7 1.0= 7.00 7.00 14.00 34.54 3.45 3=.27 24.=5 2.47 25.88 31.43 0.31 31.43
53.00 13.25 0.21 53.00 10=.00 53.00 =.00 1.50 0.02 =.00 3=.00 31.00 4.=9 31.00 31.00 =2.00 120.4= 12.05 12=.48 133.93 13.39 140.=3 113.85 1.14 113.85
11.13 3.21 89.04 712.32 44.52 1.2= 0.3= 12.=0 302.40 23.=5 52.08 39.0= 1198.4= 10.12 255.50 11.25 402.19 5.74 2200.72
5375.=1
(.!! REDES DE DESAGUE (.!1 S)4#3)$ 3 3$)25 PVC SAL 3 " Pe&'e$o -r ". PC ". PC ;AP 2
PO L6 ML
1= 0.1= 32
17 0.17 34
18 0.18 3=
11 0.11 22
=2 0.=2 124
&.!!
'.!!
0.84 15.13 1.=8 =.72 0.84 0.84 15.13 2.1 8.4 5.04 1.=8 1.2= 19.33 0.84 2.02 0.84 2.8= 5.04 19.33
31 9.24
19.22 1145.7=
6D PO L6 ML 6D PO L6 PA PA PA 6D 6D M3 BL; M3 6D PA ML L6 ML ML L6 ML
1= = 0.0= 12 = 3 0.15 3 10.5 3 2 0.0= 1.5 0.02 2 2 49.24 0.15 51.70 29.45 0.09 30.92
17 10 0.1 20 10 5 0.25 5 17.5 5 24.75 0.07 25.99 21.54 0.0= 22.=2
18 8 0.08 1= 8 5 0.25 5 17.5 5 18.94 0.0= 19.89 1=.91 0.05 17.7=
11 8 0.08 1= 8 5 0.25 5 17.5 5 5 1=.54 0.05 17.37 7.7= 0.02 8.15
=2 32 0.32 =4 32 18 0.9 18 =3 18 5 2 0.0= 1.5 0.02 2 2 109.47 0.33 114.94 75.== 0.23 79.44
21.01 31 19.33 21.01 31 4.55 9.24 1.2 2.72 =0 22 47 55 31.93 15 =.44 15 3.3=
1302.=2 9.92 1237.12 =72.32 27.90 81.90 582.12 21.=0 13.=0 3.=0 33.00 0.94 110.00 =3.8= 4.93 740.24 3.40 2==.93
SISTEMA DE AGUAS PLUVIALES =.01 Red de ". PC DE 4 =.02 Mo$$e co$ ". PC de 3 =.03 C de Reisro co$ Rei(( 8@1= =.04 C$(e PC de = co$ ccesorios
ML ML 6D ML
17.30 1=.50 1.00
5.4 1=.50
5.4 1=.50
9.9 1=.50 43
38.00 ==.00 1.00 43.00
=.44 5.1 50 34
244.72 33=.= 50 14=2
2093.32
OTROS =.01 ,er' 12 (s. A A; =.02 E(ecroo' 0.5 ,=.03 $!"e E(e*do 1100 (s.
6D 6D 6D
2 5
1
2 5
5 5 5
2100.00 450.00 900.00
10500.00 2250.00 4500.00
17250.00
(.!
(.!&
(.!' (.!(
(.!7
(.!8
7.!!
7.!!
8.!!
Codo PC ;AP 2 @ 90 S)4#3)$ 3 3$)25 PVC SAL 3 '" Pe&'e$o -r ". PC ". PC ;AP 4 Codo PC ;AP 4 @ 90 S)4#3) 3 V+#4)#% 3 " Pe&'e$o -(sico -r PC Red"ccio$ PC 4 2 ". PC ;AP 2 Codo PC ;AP 2 V 45 S%0,% *)) @+#4)#% " C))$ 3 R2#$+% 1"'" Are$ $ Ce'e$o Por($d i-o
=340.98
ACCESORIOS
7.01
Codo 4@90
PA
8
5
5
2
20
21.00
420.00
7.02
Codo 2@90
PA
14
11
18
9
52
=.72
349.44
7.03
Codo 2@45
PA
1
5
2
1
9
7.5=
=8.04
7.04
Codo 4@45
PA
3
1
2
2
8
21.00
1=8.00
7.05
Codo co$ Red"ccio$ 42
PA
1
0
0
2
3
15.00
45.00
7.0=
Qee si'-(e 2
PA
7
0
3
1
11
2.52
27.72
7.07
Qee si'-(e 4
PA
=
2
2
1
11
19.00
209.00
7.08
Qee si'-(e de 42
PA
9
17
11
9
4=
15.00
=90.00
7.09
ee s$iri de 4
PA
3
9
8
7
27
8.40
22=.80
7.10
r'- P 2
PA
7
12
9
7
35
8.00
280.00
7.11
ee de 42
PA
0
2
2
0
4
15.00
=0.00
7.12
Pe&'e$o -r PC ccesorios
PA
0.18
0.19
0.19
0.12
0.=78
15.00
10.17
TOTAL
2554.17
S/. ((=788.8
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
ELABORACION DE PROYECTOS ARQUITECTONICOS Y E6PEDIENTES TECNICOS / METRADOS Y PRESUPUESTOS / LICENCIAS DE CONSTRUCCION / DIRECCION Y SUPERVISION DE OBRAS DE EDIFICACION
PRESUPUESTO - MATERIALES PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
INSTALACIONES ELECTRICAS ITEM
1.!!
SALIDAD PARA ELECTRICIDAD Y FUERZAS 1.!1 S)4#3) 3 TK% 3 ;C+% 3 L5>< C Oco&o$( ;o!"e C"r* PC ;AP 20'' 1.! S)4#3) *)) B)5+ C Oco&o$( ;o!"e C"r* PC ;AP 20'' 1.!& S)4#3) *)) I+5*+% S#0*4 $err"-or Be(i V 1 ;C< C rec$&"(r -(sico 4 V 2 V 2 C"r* PC ;AP 20'' 1.!' S)4#3) P)) I+5*+% D%,4 $err"-or Be(i V 2 ;C< C rec$&"(r -(sico 4 V 2 V 2 C"r* PC ;AP 20'' 1.!( S)4#3) *)) I+5*+% % C%05+)#% $err"-or co$'"dor e(i C rec$&"(r -(sico 4 V 2 V 2 C"r* PC ;AP 20'' 1.!7 S)4#3) *)) T%0)%#+ K!.'! o'ccorrie$e i-o(r do(e C rec$&"(r -(sico 4 V 2 V 2 C"r* PC ;AP 20'' 1.!8 S)4#3) *)) T%0)%#+ K1.'! o'ccorrie$e i-o(r do(e C rec$&"(r -(sico 4 V 2 V 2 C"r* PC ;AP 20''
1 P#
%$METRADO P#$% & P#
%$' P#
%$TOTAL
C.U.
PARCIAL ;S/<
3.00 3.=0 1.90
327.00 392.40 414.20
3.00 3.=0 1.90
33.00 39.=0 41.80
22.00 1.=0 1.90
17=0.00 128.00 304.00
2=.00 2.00 1.90
41=.00 32.00 =0.80
15.00 2=.00 1.90
180.00 312.00 45.=0
28.00 2.00 1.90
2240.00 1=0.00 304.00
28.00 2.00 1.90
1428.00 102.00 193.80
TOTAL ;S/<
25 25 25 50 3 3 3 = 1= 1= 1= 32 8 8 8 1= = = = 12 21 21 21 42 11 11 11 22
34 34 34 =8 2 2 2 4 2= 2= 2= 52 3 3 3 = 2 2 2 4 22 22 22 44 17 17 17 34
37 37 37 74 0 0 0 0 24 24 24 48 4 4 4 8 2 2 2 4 24 24 24 48 17 17 17 34
13 13 13 2= = = = 12 14 14 14 28 1 1 1 2 2 2 2 4 13 13 13 2= = = = 12
109.00 109.00 109.00 218.00 11.00 11.00 11.00 22.00 80.00 80.00 80.00 1=0.00 1=.00 1=.00 1=.00 32.00 12.00 12.00 12.00 24.00 80.00 80.00 80.00 1=0.00 51.00 51.00 51.00 102.00
ML ML ML ML ML ML
250.=2 52.40 10.00 25.00 7.80 4=.=0
319.00 15.4 =.8 11.45 45.0
319.00 10.8 13.55 11.45 38.0
1=8.74 7.8 5.= 22
1057.3= 8=.40 10.00 45.35 3=.30 151.=0
3.00 3.30 5.10 4.30 5.10 5.10
3172.08 285.12 51.00 195.01 185.13 773.1=
4==1.50
6D 6D
2 1
2 0
2 0
2 0
8.00 1.00
45.00 35.00
3=0.00 35.00
395.00
6D 6D 6D 6D 6D 6D 6D 6D 6D 6D
1.00 1.00 1.00 1.00
1 1
1 1
1 1
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
120.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
120.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00
525.00
ML ML ML
10 102.8 102.8
131.5 187.5
131.5 187.5
75.=1 93.13
10.00 441.41 570.93
12.00 10.00 10.00
120.00 4414.10 5709.30
10243.40
INTERRUPTORES =.01 $err"-or er'o'&$eico 2@25A =.02 $err"-or DiIere$ci( 2@25A
6D 6D
5 3
2
2
3
5.00 10.00
120.00 110.00
=00.00 1100.00
1700.00
SALIDA PARA COMUNICACIONES Y SEÑALES 8.!1 S)4#3) *)) T4%#) Ci$ Ais($e Pe&'e$o -r PC ". PC ;AP DE 20'' 8.! S)4#3) *)) I+%05#)3% Ci$ Ais($e Pe&'e$o -r PC ". PC ;AP DE 20''
6D ML L6 ML 6D ML L6 ML
2 2 0.001 4 2 2 0.001 4
1 1 0.001 2 1 1 0.0005 2
2 2 0.001 4 2 2 0.001 4
5.00 5.00 0.00 10.00 5.00 5.00 0.00 10.00
1.=0 15.13 3.00
8.00 0.04 30.00
1.=0 15.13 3.00
8.00 0.04 30.00
&.!!
CANALIZACION Y/O TUBERIAS 2.01 "eri PC ;AP 20'' >o'corrie$es e i$err"-ores? 2.02 "eri PC ;AP 25'' >(i'e$dores? 2.03 "eri PC ;AP 1 >(i'e$dor -ri$ci-(? 2.04 "eri PC ;AP 3/4'' >i$erco'"$icdor? 2.05 "eri PC ;AP 1 >e(eIo$i? 2.0= "eri PC ;AP 1 >CABLE? CAJAS 3.01 3.02
'.!!
C de Pse H 300'' @ 200'' C de Pse H 100'' @100''
TABLERO DE DISTRIBUCION PARA CORRIENTE ALTERNA 4.01 (ero e$er( de Disri"cio$ co$ e$rd de C(es 4.02 (ero de Disri"cio$ DA 4.03 (ero de Disri"cio$ DC 4.04 (ero de Disri"cio$ D; 4.05 ;" (ero de Disri"cio$ DB 4.0= (ero de Disri"cio$ DD 4.07 (ero de Disri"cio$ DH 4.08 (ero de Disri"cio$ D< 4.09 ;" (ero de Disri"cio$ D 4.10 ;" (ero de Disri"cio$ DE
(.!!
8.!!
UND.
PO PA PA PA PO PA PA PA PO PA PA PA PO PA PA PA PO PA PA PA PO PA PA PA PO PA PA PA
.!!
7.!!
DESCRIPCION
ALIMENTACION A SERVICIOS 5.01 C(e < 2@4''2 1@10'' >? >(i'e$dor -ri$ci-(? 5.02 C(e 21 @ 2.5'' S 20 '' >("'rdo? 5.03 C(e 21 @ 4.0'' 1 @ 2.5 S 20 '' >o'corrie$e?
8914.20
228.23
8.!&
9.!!
S)4#3) *))TV-C),4 Ci$ Ais($e Pe&'e$o -r PC ". PC ;AP DE 20''
VARIOS 9.!1 B)% 3 M3#3%$ 9.! P%>% *5$+) ) T#) ierr de c,cr o *e&e( ,or &e( c V 5& Co$d"cor des$"do DE 1=''2 Co$ecor i-o AB 5/8 C de co$e@iW$ si'-(e P/OMA ERRA ri(( de core COPERELD 5/8 V 2.40 ' 9.!& I+%05#)3% P##*)4 9.!' L5$ 3 E02#) 9.!( I+%05#)3% T0%0)2+#% ? A5+%0)+#% ;4+ 9.!7 I$+)4)#% 3 M)#$0% L@)+)*5+)$ 9.!8 S50##$+% I$+. M)#$0% L@)+)*5+)$ 9.!9 A%0+#3) E4+#) C H1 C -r 'edidor Medidor riIsico 380
6D ML L6 ML
4 4 0.002 8
8 8 0.004 1=
= = 0.003 12
2 2 0.001 4
20.00 20.00 0.01 40.00
6D 6D M3 6D ML PA 6D PA 6D 6D 6D 6D 6D 6D 6D 6D 6D
1.00 2.00 3.00 4.00 24.00 4.00 2.00 2.00 1.00 1.00 5.00 5.00 5.00 1.00 5.00 5.00 5.00
1
1
1
1.00 2.00 3.00 4.00 24.00 4.00 2.00 2.00 1.00 4.00 5.00 5.00 5.00 1.00 5.00 5.00 5.00
TOTAL
1.=0 15.13 3.00
32.00 0.15 120.00
800.00
800.00
25.00 70.00 8.45 5.00 25.00 124.00 350.00 120.00 140.00 380.00 1=00.00
75.00 280.00 202.80 20.00 50.00 248.00 350.00 480.00 700.00 1900.00 8000.00
180.00 100.00 340.00
900.00 500.00 1700.00
1=205.80
S/.
'=98&.1
dis.r!"iec"r.co$s%&'i(.co' / )* M. L. 04 r. Mo$serre R
EDIFICACION
HOJA RESUMEN PROYECTO: DIRECCION: PROPIETARIO: FECHA: ITEM
1.00 2.00 3.00 4.00 5.00
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS DEL INCA / CAJAMARCA SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1 DESCRIPCION
E;RCRA; ARXECRA 6;ALACO6E; ;A6ARA; 6;ALACO6E; ELECRCA; PARCAL
MANO DE OBRA
;/. ;/. ;/. ;/. S/.
TOTAL
S/.
VALOR DE LA CONSTRUCCION POR M
S/.
89484.71 89021.95 1438=.81 1148=.78 !'=&9!.7
;/. ;/. ;/. ;/. S/.
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 $+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e LLO / C((e c$ 6 332 $. A PRA / CAAMARCA
MATERIALES
181137.81 2=2747.58 55=77.79 42873.12 ('='&7.&!
8'7=917.(( 87=(9.8 1=7.7987 '78.771
EDIFICACION
CUADRO DE AREAS POR DEPAR PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BAÑOS SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
DESCRIPCION
PISOS 1
DEPARAME6O D1
=8.78
=9.50
M6 DEPARAME6O H1
57.=4
DEPARAME6O H2
&
'
AREA HABITABLE
138.28 57.=4
124.22
3.00
127.22
DEPARAME6O D2
=9.47
49.02
118.49
DEPARAME6O H3
119.99
29.83
149.82
AREA TOTAL DESCRIPCION
E;PACO; COM6E;
(1.'( PISOS
1
&
'
AREA HABITABLE
22.=9
1O.02
10.02
10.02
42.73
AREA TOTAL DESCRIPCION
COC
1
13.75
'.8&
NUMERO DE ESTACIONAMIENTOS & '
14.71
15.29
14.44
(
15.40
AREA TOTAL
CROQUIS MULTIFAMILIA
' P#
%$D
& P#
%$D
E S C A L
F
P#
%$D1
1 P#
%$D1
R A
DESCRIPCIN: E( Edicio M"(iI'i(ir es co$Ior'do -or ci$co de-r'e$osY dos d"-(e@: e( -ri'ero se "ic e$ e( -ri'ero ) se&"$do -is oe e$ e( c"ro -iso. Ade's ie$e res de-r'e$os H(s (os c"(es se re-re$ de ( si&"ie$e '$er: e( -ri'ero es "$ 'i$ide-r'e$o "i e$d( ) oe e$ e( $i*e( c"ro ) e( ercero se "ic e$ e( $i*e( res. e$ie$do 'ie$ "$ re de e$d( ) oe e$ e( $i*e(
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
AMENTO EL INCA / CAJAMARCA
AREA LIBRE
AREA TOTAL
OBSERVACIONES
7.24
145.52
;E CO6;DERA AREA LBRE A LO; E;PACO; DE ARD6E; E6DALE; Q AOEA;.
0.00
57.=4
48.78
17=.00
;E CO6;DERA AREA LBRE A LO; E;PACO; DE ARD6E; E6DALE; Q AOEA;.
20.3=
138.85
;E CO6;DERA AREA LBRE A LO; E;PACO; DE ARD6E; E6DALE; Q AOEA;.
38.07
187.89
;E CO6;DERA AREA LBRE A LO; E;PACO; DE ARD6E; E6DALE; Q AOEA;.
11'.'(
8!(.!
AREA LIBRE
AREA TOTAL
OBSERVACIONES
0.00
42.73
E;O; E;PACO; ;O6 AREA; DE ACCE;O COM6 PARA ODO; LO; DEPARAME6O;
!.!!
'.8&
AREA TOTAL
OBSERVACIONES
73.59
CADA E;ACO6AME6O ;ERA E6DDO 6DEPE6DE6EME6E DE LO; DEPARAME6O;
8&.(
R
F& F&
F F1
o e( se&"$do se "ic e$ (os -isos res ) c"ro de's co$s de "$ re de e$d( ) do e$ e( -ri'er $i*e( e( se&"$do se "ic e$ e( $i*e( dos e$ie$do de's "$ re de c"ro.
ELABORACION DE PROYECTOS ARQUITECTONICOS Y E6PEDIENTES TECNICOS / METRADOS Y PRESUPUESTO EDIFICACION
LISTA GENERAL DE INSU
PROYECTO: DIRECCION: PROPIETARIO: FECHA:
VIVIENDA MULTIFAMILIAR URB. BARRIO C. HURTADO MILLER MZ. "I" LT. 11 - DISTRIDO DE BA OS DEL INCA / CAJAMAR SR. FREDDY MEZA Y ESPOSA. FEBRERO DEL !1
ITEM
DESCRIPCION
UND.
1.00 2.00 3.00 4.00 5.00 =.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 1=.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 2=.00 27.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 3=.00 37.00 38.00 39.00 40.00
Qeso de 28 &. Escs de 'der de 2@2@1.2' Pi$"r Es'(e ;i$eico Piedr de Rio = Ar'do Ce'e$o Por($d i-o 1 Piedr C,$cd de 1/2 Are$ r"es de rio Are$ Hi$ Piedr Medi$ de Rio M@. =
BL; P2 L6 M3 M3 BL; M3 M3 M3 M3 M3 AR AR AR AR J J J J 6D 6D 6D J M2 M2 M2 ML 6D 6D 6D 6D 6D 6D 6D AL AL AL AL PA
1 P#
%$10.00 55.00 2.00 1.18 280.00 1780.8= 14=.82 118.88 15.32 1=.04 0.70 324.05 545.9= 234.=5 113.00 90.52 35.70 252.43 =39.3= 1307.81 11421.28 4=.02 39.=1 1=.82 4.33 21.00 9.00 8.00 32.00 1=.00 4.00 2.00 =.00 31.79 91.82 1.=7 1=7.00 33.34
MET P#
%$ 723.=8 38.42 47.40 19.31 121.54 14=.92 213.93 118.91 44.88 25.=3 141.02 259.92 12==.1= 1=017.1= 101.== 124.01 =.81 3.42 1=.=0 7.00 8.00 72.00 8.00 2.00 5.00 13.00 40.42 117.94 7.=0 7.=0 151.9=
41.00 42.00 43.00 44.00 45.00 4=.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54.00 55.00 5=.00 57.00 58.00 59.00 =0.00 =1.00 =2.00 =3.00 =4.00 =5.00 ==.00 =7.00 =8.00 =9.00 70.00 71.00 72.00 73.00 74.00 75.00 7=.00 77.00 78.00 79.00 80.00 81.00 82.00 83.00 84.00 85.00 8=.00 87.00 89.00 90.00 91.00 92.00 93.00 94.00 95.00 9=.00 97.00 98.00
Es-eos Bise(dos 4'' Pr BKos .C. de $!"e Bo .C. de $!"e A(o L*orios de 22N -or 1=N co$ "$ ((*e cro'd de N -r O*(i$ Mes $(c")e Accesorios L*orios de Coci$ L*deros -r L*$deri i$s o((eros P-e(ers o$er D"c,s cro'ds de ce &iroris ) ((*e 'ec(dro 'o Bse de d"c, de r de *idrio Codo de Ho. o. 3/4 Codo de Ho. o. 1/2 Codode 90 CPC -r &" c(ie$e de 1/2 Codo PC ;AP 2 @ 90 Codo PC ;AP 4 @ 90 Codo PC ;AP 2 V 45 Codo 4@45 Codo co$ Red"ccio$ 42 Qee si'-(e 2 Qee si'-(e 4 Qee si'-(e de 42 ee de 42 ee ;$i. ;i'-(e PC ;AP T 4 @ 4 D"c,s cro'ds de ce &iroris ) ((*e 'ec(dro 'o Bse de d"c, de r de *idrio ;"'idero de Bro$ce de 2 r'- P PC ;AP 2 Re&isro Roscdo de ro$ce 4 $io$ $i*ers( DE Ho. AL. DE 1 6i-(e H T 1 @ 3 6i-(e H T 1/2 @ 2 (*"( EsIeric DE T 3/4 Pesd (*"( EsIeric DE T 1/2 Pesd (*"( c,ec 1/2 $io$ $i*ers( DE Ho. AL. DE 1/2 Ad-dor PC ;AP 1/2 Ci$ eUo$ Bo) -r ciser$s Pe&'e$o -r PC Pe&'e$o -r ". CPC 100 '( ". PC ;AP T 3/4 ". CPC -r &" c(ie$e de 1/2 ". PC ;AP 1/2 ". PC ;AP 2 ". PC de 3 ". PC ;AP 4 Red"ccio$ PC 4 2 ;o'rero -r *e$i(cio$ 2 C de Des&"e de 12@24 C de Reisro co$ Rei(( 8@1= APA C/MARCO HH DE DE;AE 12 @ 24 ,er' E(ecroo' $!"e E(e*do
6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D PA PA PA PA PA PA PA 6D 6D 6D 6D PA PA 6D 6D 6D 6D 6D 6D 6D 6D 6D 6D AL 6D ML ML ML ML ML ML PA 6D 6D 6D PA 6D 6D 6D
2.00 2.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 2.00 1.00 =.00 1=.00 5.00 30.00 14.00 4.00 3.00 1.00 7 = 9 =.00 1.00 8.00 15.00 3.00 10.00 10.00 22.00 5.00 11.00 5.00 32.00 21.00 30.59 5.00 0.97 0.98 119.75 32.13 4=.75 73.42 1=.50 87.00 3.00 2.00 1.00 2.00 1 5
5.00 4.00 1.00 2.00 3.00 1.00 1.00 4.00 5.00 5.00 5.00 4 2=.00 10.00 28.00 15.00 10.00 1.00 0 2 17 2.00 14.00 4.00 12.00 24.00 5.00 32.00 1=.00 32.00 1=.00 24.37 0.90 1.79 15.50 47.7= =2.35 74.12 1=.50 =1.39 5.00 1
99.00 100.00 101.00 102.00 103.00 104.00 105.00 10=.00 107.00 108.00 109.00 110.00 111.00 112.00 113.00 114.00 115.00 11=.00 117.00 118.00 119.00 120.00 121.00 122.00 123.00 124.00 125.00 12=.00 127.00 128.00 129.00 130.00 131.00
;o!"e C rec$&"(r -(sico 4 V 2 V 2 C Oco&o$( C de Pse H 300'' @ 200'' C de Pse H 100'' @100'' $err"-or Be(i V 1 ;C< $err"-or Be(i V 2 ;C< $err"-or co$'"dor e(i o'ccorrie$e i-o(r do(e "eri PC ;AP 20'' "eri PC ;AP 25'' >(i'e$dores? "eri PC ;AP 1 >(i'e$dor -ri$ci-(? "eri PC ;AP 3/4'' >i$erco'"$icdor? C"r* PC ;AP 20'' C$(e PC de = co$ ccesorios C(e < 2@4''2 1@10'' >? >(i'e$dor -ri$ci-(? C(e 21 @ 2.5'' S 20 '' >("'rdo? C(e 21 @ 4.0'' 1 @ 2.5 S 20 '' >o'corrie$e? $err"-or er'o'&$eico 2@25A $err"-or DiIere$ci( 2@25A $erco'"$icdor er'. ) A"o'ico >e(ecroo'? $erco'"$icdor Pri$ci-( Ci$ Ais($e ierr de c,cr o *e&e( ,or &e( c V 5& Co$d"cor des$"do DE 1=''2 Co$ecor i-o AB 5/8 C de co$e@iW$ si'-(e P/OMA ERRA ri(( de core COPERELD 5/8 V 2.40 ' L"ces de E'er&e$ci C H1 C -r 'edidor Medidor riIsico 380
PA PA PA 6D 6D PA PA PA PA ML ML ML ML PA ML ML ML ML 6D 6D 6D 6D ML M3 6D ML PA 6D PA 6D 6D 6D 6D
28.00 =2.00 28.00 2 1 1=.00 8.00 =.00 32.00 2==.=2 52.40 =4.40 25.00 180.00 10 102.8 102.8 5 3 5.00 1.00 8.00 12.00 1=.00 9=.00 1=.00 8.00 8.00 1.00 5.00 5.00 5.00
3=.00 70.00 3=.00 2 0 2=.00 3.00 2.00 39.00 337.00 15.4 5=.45 =.80 212.00 131.5 187.5 2 10.00 1.00
ELABORADO POR: ARQ. DANI Y. NOVOA VEGA
CAP.: 12198 CEL.: 947805292 / RPM.: #083208 dis.r!"iec"r.co$s%&'i(.co' / )*$+$o*e%,o'i(.co' / d$*%"-$ore.ed".-e M. L. 04 r. Mo$serre RLLO / C((e c$ 6 332 $. A PRA / CAAMARCA
/ LICENCIAS DE CONSTRUCCION / DIRECCION Y SUPERVISION DE OBRAS DE
OS CA
ADO & P#
%$ 737.77 41.2= 47.84 18.37 131.3= 1=7.59 224.15 118.91 4=.75 28.73 150.95 275.9= 1224.51 14484.08 82.77 82.21 13.3= 7.73 37.50 =.00 8.00 =4.00 12.00 3.00 4.00 12.00 37.53 108.43 7.=0 7.=0 151.9=
' P#
%$ 454.21 22.85 28.02 13.24 13=.48 79.== 90.7= 37.08 20.01 12.21 =4.43 119.48 =78.0= 12394.08 ==.95 88.41 4.00 =.00 3=.00 4.00 1.00 4.00 5.00 28.49 82.32
TOTAL 1!.!! ((.!! .!! 1.19 9!.!! &77.( '.&( '.1' 77.' 17.!' !.8 81&.'& '!.1& 87&.' &98. !.17 1!.8 7!9.9& 1'.8 &89.'9 789.!7 ('&17.7 8.' &&'.' &7. 1(.'9 8(.1 7 &! !' '! 1! (9 &7 1&9.& '!!.(1 17.98 19. &&8.7
OBSERVACIONES
4.00 2.00 2.00 1.00 3.00 2.00 1.00 2.00 4.00 4.00 4.00 2 24.00 9.00 3=.00 13.00 7.00 2.00 3 2 11 2.00 13.00 2.00 10.00 19.00 5.00 28.00 14.00 28.00 15.00 22.58 1.02 1.=9 1.50 50.53 =5.12 71.2= 1=.50 51.29 5.00
4.00 2.00 1.00 1.00 2.00 2.00 3.00 3.00 3.00 3 1 18.00 7.00 20.00 10.00 =.00 2.00 2.00 1 1 9 11.00 3.00 1.00 7.00 14.00 4.00 24.00 12.00 24.00 11.00 9.=7 0.79 1.37 25.88 45.43 58.27 47.=5 1=.50 51.27 5.00 5.00 2 5
1( 9.!! 7.!! (.!! .!! '.!! '.!! .!! 1'.!! 1'.!! 1'.!! 1!.!! 1.!! 7.!! 9'.!! &1.!! 11'.!! (.!! 8.!! 9 &.!! 11 11.!! '7 '.!! '' 1!.!! 1.!! &8 8 18 1!.!! 1!.!! 1!7.!! (.!! (&.!! (.!! 117.!! 7&.!! 98.1 (.!! &.79 (.9& 17.7& 18(.9( &.' 77.'( 77.!! (!.( 19.!! (.!! .!! 1.!! .!! '.!! (.!! (.!!
37.00 71.00 37.00 2 0 24.00 4.00 2.00 41.00 339.00 10.8 49.45 13.55 21=.00 131.5 187.5 2 10.00 1.00
19.00 3=.00 39.00 2 0 14.00 1.00 2.00 19.00 172.74 7.8 27.=0 110.00 43.00 75.=1 93.13 3 2.00 1.00
1!.!! &.!! 1'!.!! 9.!! 1.!! 9!.!! 17.!! 1.!! 1&1.!! 111(.&7 97.'! 18.! '(.&( 819.!! '&.!! 1!.!! ''1.'1 (8!.& (.!! 1!.!! (.!! 1.!! &! 1.!! 17.!! 7.!! 17.!! 9.!! 9.!! '.!! (.!! (.!! (.!!
APAA; 1 2 3 4
L 1.2 1.5 1 1.2
A 1.2 1.5 1 2.2 5.9
< 1.75 1.75 1.75 1.75
CA6. 12 12 2 1
< 1.4
83.174
AREA
C.C.
A 59.41
.C.
0.=4
0.7
0.448
47.21
C;.
=.15
1.75
10.7=25
E;CAL.
1.04
0.75
0.78
COLUMNAS
C1 C2 C3 C4 C5 C= C7
COLUMNAS
C1 C2 C3 C4 C5 C= C7
CA6DAD 1 21 1 1 1 1 3 0
2 23 1 0 1 1 2 0
3 23 1 0 1 1 2 4
4 0 1 1 1 1 2 18
3 23 1 0 1 1 2 4
4 0 1 1 1 1 2 18
CA6DAD 1 21 1 1 1 1 3 0
2 23 1 0 1 1 2 0
PRIMER PISO COLUMNAS
S
6 COLM.
6 ARLLA;
LO6.
C1
3/8 1/2
21 21
29 2
1.3= 4.3
C2 C3 C4 C5 C=
5/8 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2
21 1 1 1 1 1 1 1 1 3 3
= 29 = 29 = 58 29 29 10 29 12
4.3 0.98 4.3 0.7= 4.3 0.98 4.3 1.4= 4.3 1.9= 4.3
C7
SEGUNDO PISO COLUMNAS
C1 C2 C3 C4 C5 C=
S
6 COLM.
6 ARLLA;
LO6.
3/8 1/2 5/8 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2
23 23 23 1 1 0 0 1 1 1 1 2 2
22 2 = 22 = 22 = 44 12 22 10 22 12
1.3= 2.8 4.3 0.98 2.8 0.7= 2.8 0.98 2.8 1.4= 2.8 1.9= 2.8
C7
TERCER PISO COLUMNAS
C1 C2 C3
S
6 COLM.
6 ARLLA;
LO6.
3/8 1/2 5/8 1/4 1/2 1/4 1/2
23 23 23 1 1 0 0
22 2 = 22 = 22 =
1.3= 2.8 4.3 0.98 2.8 0.7= 2.8
C4 C5 C= C7
1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2
1 1 1 1 2 2 4 4
44 12 22 10 22 12 22 4
0.98 2.8 1.4= 2.8 1.9= 2.8 1.24 2.8
CUARTO PISO COLUMNAS
C1 C2 C3 C4 C5 C= C7
S
6 COLM.
6 ARLLA;
LO6.
3/8 1/2 5/8 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2 1/4 1/2
0 0 0 1 1 1 1 1 1 1 1 2 2 18 18
22 2 = 22 = 22 = 44 12 22 10 22 12 22 4
1.3= 2.8 4.3 0.98 2.8 0.7= 2.8 0.98 2.8 1.4= 2.8 1.9= 2.8 1.24 2.8
PRIMER PISO - SEGUNDO PISO - T VIGAS
EE DD / RAMO 18 REHER;O; EE CC / RAMO 14 EE CC / RAMO 23 EE CC / RAMO 45 >V3?
S
6 ARLLA;
LO6.
3/8 5/8 1/2 3/8 5/8 1/4 1/2 1/4 1/2
1=3 4
1.5= 25.3 32.3= 1.5= 7.1 0.88 2.=5 1.0= 3.1
41 4 1= 4 54 12
EE BB / RAMO 18 REHER;O; EE AA / RAMO 18 REHER;O; RAMO 88 / EE AD RAMO 77 / EE AD RAMO == / EE AD RAMO 55 / EE AD RAMO 44/ EE AD RAMO 33 / EE BD RAMO 22 / EE AD RAMO 11 / EE AD
3/8 5/8 1/2 3/8 5/8 1/2 3/8 5/8 1/4 1/2 1/4 1/2 3/8 5/8 3/8 5/8 1/4 1/2 1/4 1/2 3/8 5/8
145 4 1=3 4 =0 4 =0 4 =0 4 =0 4 54 4 3= 4 =2 4 =2 4
1.5= 23.1 32.3= 1.5= 25.3 32.3= 1.5= 9.45 1.0= 9.45 1.0= 9.45 1.5= 9.45 1.5= 9.75 1.0= 5.9 1.0= 9.75 1.5= 9.75
CARO P;O
LOSA ALIGERADA PRMER P;O ;E6DO P;O ERCER P; CARO P;O
AREA 157 152 147 81.4
8.33 8.33 8.33 8.33
1307.81 12==.1= 1224.51 =78.0=
PRMER P;O 1/2 1/4
LO6 =72.81 =28
COEH. 0.99 0.25
;E6DO P;O 1/2 1/4
=45 =08
0.99 0.25
ERCER P;O 1/2
=25
0.99
J. ===.0819 157 823.08 J. =38.55 152 790.55 J. =18.75
74.8 =9.8 71.7 =7.= =9.4
1/4
588
0.25
147 7=5.75 J. 352.=875 81.4 434.09
=5.3
CARO P;O 1/2 1/4
35=.25 325.=
0.99 0.25
CISTERNA
LO6 573
COEH 0.99
J 5=7.27
E;CALERA; E;CALERA 1 E;CALERA 2 E;CALERA 3
M3 1.22 1.=3 1.38
M2 9.21 13.54 11.7=
3/8 33.4 41.34 38.5=
1/2 97.5 119.54 109.23
PRMER P;O E;CALERA 1 E;CALERA 2
M3 1.22 1.=3 2.85
M2 9.21 13.54 22.75
3/8 33.4 41.34 74.74 41.8544
1/2 97.5 119.54 217.04 214.8=9=
;E6DO P;O E;CALERA 2
M3 1.=3 1.=3
M2 13.54 13.54
3/8 41.34 41.34 23.1504
1/2 119.54 119.54 118.344=
ERCER P;O E;CALERA 1 E;CALERA 2 E;CALERA 3
M3 1.22 1.=3 1.38 4.23
M2 9.21 13.54 11.7= 34.51
1/2 97.5 119.54 109.23 32=.27 323.0073
MANPOSTERIA PRMER P;O ;E6DO P;O ERCER P;O CARO P;O
M2 225.5= 34=.52 30=.1= 251.74
i 250.12 45=.08 375.3= 418.48
3/8 33.4 41.34 38.5= 113.3 =3.448 e@ 31 151.9= 151.9= 0
39.= 3=.2
. EVCA. 30.24 47.25 3.5 4.=2 85.=1
17.28 27 2 2.=4 48.92
2.95
< APAA 0.9
OL. CO6C. 53.4=9
30 P 1=.0407
0.=
28.33
AREA 0.1225 0.0525 0.0375 0.0825 0.0899 0.1598 0.09 0.=347 PERMERO 1.40 1.00 0.80 1.40 1.50 2.00 1.20
1/4
. CO6CREO
6M. AR. 14 18 12
LO6 1.05 1.35 0.85
1 =.=9 0.14 0.10 0.21 0.23 1.25 0.00 8.=2
CO6CR. AP. 37.4283
ALRA 1
2
3
4
2.=
2.=
2.=
2.4
ALRA 1
2
3
4
2.=
2.=
2.=
2.4
LO6DE; 3/8 1/2 828.24 180.=
5/8
1 7=.44 2.=0 2.08 3.=4 3.90 15.=0 0.00 104.2=
541.8 28.42 25.8 22.04 25.8 5=.84 124.7 42.34 43 170.52 154.8 320.1= 80.04
1/4
828.24 4=3.8144
554.7 549.153
LO6DE; 3/8 1/2 =88.1= 128.8
541.8 839.79
1&.9!
5/8 593.4
21.5= 1=.8 0 0 43.12 33.= 32.12 28 8=.24 =7.2 183.04 45.7=
1/4
=88.1= 385.3=9=
274.4 271.=5=
LO6DE; 3/8 1/2 =88.1= 128.8
593.4 919.77
5/8 593.4
21.5= 1=.8 0 0
17.(7
43.12 33.= 32.12 28 8=.24 =7.2 109.12 292.1= 73.04
1/4
=88.1= 385.3=9=
44.8 274.4 271.=5=
LO6DE; 3/8 1/2 0 0
593.4 919.77
17'.9'
5/8 0
21.5= 1=.8 1=.72 1=.8 43.12 33.= 32.12 28 8=.24 =7.2 491.04 =90.8 172.7
0 0
201.= 1=2.4 1=0.77=
0 0
RCER PISO
1/4
LO6DE; 3/8 1/2 254.28
5/8 101.2
32.3= =3.9= 28.4 14.08 10.= 57.24 37.2
&&&.'9
22=.2 92.4 32.3= 254.28 101.2 32.3= 93.= 37.8 =3.= 37.8 =3.= 37.8 93.= 37.8 84.24 39 38.1= 23.= =5.72 39 9=.72 302.4 75.=
11==.88 =53.4528
283.08 280.2492
39 47=.8 739.04
211.=8 52.92
81=.81= 457.41=9=
198.15= 19=.17444
333.7= 517.328
1748.34
1223.84
25=.724
141.50
38=.4=
CA6. AP. 12 12 2
LO6. O. 17=.4 291.= 20.4 37.41 ((.91
PE;O E;P. 0.99 0.99 0.99 0.99
VOLUMEN CONRETO 2 3 7.33 7.33 0.14 0.14 0.00 0.00 0.21 0.21 0.23 0.23 0.83 0.83 0.00 0.94 8.74 9.=8
4 0.00 0.13 0.10 0.20 0.22 0.77 3.89 5.29
ENCOFRADO 2 3 83.72 83.72 2.=0 2.=0 0.00 0.00 3.=4 3.=4 3.90 3.90 10.40 10.40 0.00 12.48 104.2= 11=.74
4 0.00 2.40 2.08 3.3= 3.=0 9.=0 51.84 72.88
J. 174.=4 288.=8 20.20 37.04 (!.((