CONCRETO CICLOPEO 1:10+30%PG 82
70% 30%
57.4 CEMENTO 24.6 HORMIGON PG
206.64 71.176 30.75
17.5 26 50
CICLOPEO 1:8+25%PM 1.0395
CONCRETO 140
75% 25%
0.779625 CEMENTO 3.586275 0.259875 HORMIGON 0.966735 PM 0.32484375
1:2:4
32.62
CONCRETO 175
7
CEMENTO ARENA G PIEDRA 1/2
128.986 7.61332 11.34133
CEMENTO ARENA G PIEDRA 1/2
1.547 0.0884 0.0884
CEMENTO ARENA G PIEDRA 1/2
70 3.29 3.71
1:2:2
0.17
CONCRETO 245
234.864 14.45066 28.90132
1:2:3
15.73
CONCRETO 210
CEMENTO ARENA G PIEDRA 1/2
1:1.75:2
21.67599 21.67599
3616.2 1850.576 1537.5
CONCRETO bloques
1:2.5:1.5 CEMENTO ARENA G CONFITILLO
0 0 0
MORTERO LO!"E# M$TERI$LE# P$R$ M"RO# LO!"E# 14 m2
a m3 0 0.0000 TALA ORA
CEMENTO 0.004121 ARENA GR! 0.00897
0 0
M$TERI$LE# P$R$ M"RO# L$RILLO && 'so()* m2
a m3 0.0000
CEMENTO ARENA GR!
0 0
CEMENTO ARENA FINA
7.92 0.9639
T$RR$EO 1:4 m2 45
a m3 0.9000
#OL$O 1:12 CEMENTO HORMIGON
P$,O E -.40 LO!"E# /1.80
PARA
0 0
6.4 PARA.....
0
7 HILADA" CEMENTO ARENA G CONFITILLO HORMIGON PG PM 3/8 NORMAL 1/2 NORM #IG!ET 1/2 #IG!ET
10.89 0.3 0.15 2.5 0.9 0.2 7 62 4 47 2
0 0 0 0 0 0 0 0 0 0 0
P$,O E -.40 LO!"E# /2.20
PARA
6.4 PARA.....
0
9 HILADA" CEMENTO ARENA G CONFITILLO HORMIGON PG PM 3/8 NORMAL 1/2 NORM #IG!ET 1/2 #IG!ET
11.89 0.37 0.19 2.5 0.9 0.2 7 92 8 48 2
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CEMENTO HORMIGON PG PM ARENA G PIEDRA 1/2 CONFITILLO ARENA FINA 3/8 NORMAL 1/2 NORM #IG!ET 1/2 #IG!ET
583.543275 72.142735 30.75 0.32484375 22.15238 40.33105 0 0.9639
TOT$L INCL. $L$, 583.54 72.14 30.75 0.32 22.15 40.33105 0.00 0.9639 0.00 0.00 0.00 0.00 0.00
CEMENTO ORMIGON PG PM $REN$ G PIER$ 12 CONITILLO $REN$ IN$ 38 NORM$L 12 NORM IG"ET 12 IG"ET
MATERIALES POR M3 DE CONCRETO: Para compra de materiales T$L$ 1 Eleeo 'e6 l)o e es6u9u6)s*
P6oo69;
"&$'()m)*+,- "&$'aa,a C)m)*+,- (-)- "-$*()m)*+,- "-a- #**a )"CA (-&m+a :);a (-+. )
CH 112 30%PG CH 110 30%PG CH 18 25%PM CH 112 (140 CAP 124 (175 CAP 123 (210 CAP 122
G-&, aa m&- (-+ $-=&*
CAP 12.51.5
olue 3
Ceeo $6e) G $
m3
1.00 1.00 1.00 1.00 1.00
2.03 2.52 3.45 2.90 7.20
0.44
1.00
8.20
0.48
1.00 1.00 1.00
9.10 10.00 8.80
0.52 0.52 0.65
E;/(m2 *;?+ a Ta$a 1 * *=&*)@+ 82 $ * (*m*+,- 10 B 9.1 4.84 m3 * a*+a ;&*a 10 B .484 7.21 m3 * )*a * 1/2 10 B 0.72 *m- *-+*am- * :-&m*+ * a;*;a-
MATERIALES POR M2 DE MURO O TARRAJEO: Para compra de mate
T$L$ 2 MORTERO# '9olo9)6 el e6)o e M2* M-,*- aa m&- (-+ $-=&* 14 M-,*- aa m&- (-+ a)- -;a Taa*- *+ m&-
Me6)o 2 CA 14 CA 14 CA 14
1.00 1.00 1.00
RE#"LT$O# Ceeo $6e) G $ 0.08 0.24 0.18
m3 0.01 0.03 0.02
MATERIALES EN ALDES POR OLSA DE CEMENTO: Para preparaci
T$L$ 3 os=9)9; "&$'()m)*+,- "&$'aa,a C)m)*+,- (-)- "-$*()m)*+,- "-a- M-,*- 14 #**a )"CA (-&m+a :);a (-+. )
E
P6oo69; CH 112 30%PG CH 110 30%PG CH 18 25%PM CH 112 CA 14 (140 CAP 124 (175 CAP 123 (210 CAP 122 CAP 12.51.5
Ceeo $-a 1.00 1.00 1.00 1.00 1.00 1.00 1.00
C). e
$6e)
5.9 2.7 2.7
1.00
2.7
1.00
3.4
P*a*m- - 10 m3 * (-+(*,- 210 >;/(m2 *+ &+a m*(a-a (&a (aa()a *+a * * 11 )*3 "a$)*+- =&* 1 m3 35.3 )*3.... *+,-+(* * ,*+@+ =&* *aa 10 m3 B 35.3 / 11 )*3 32.2 3 Ca(&a+- a (a+,)a * ma,*)a* - ,a+a ") *+ (aa ,a+a (--(a*m- 2 $ * (*m*+,- a (a+,)a * )6e) *@ 2B2.7 5.5 $a* ") *+ (aa ,a+a (--(a*m- 2 $ * (*m*+,- a (a+,)a * e6) 9>)9)) *@ 2B2.7 5.5 $ ") *+ (aa ,a+a (--(a*m- 2 $ * (*m*+,- a (a+,)a * a;&a *@ 2B1.3 2.5 $a* 1 (*m*+,- 1 )*3 1.36 $a* a* *+- 1 $a* * 5 ; 20.8 , E (-+(*,- +- *$* *ma+*(* ;)a+- - m@ * 3 m)+&,- *+ a m*(a-a.
RE#"LT$O# PGPM Pe6) 12? Co=. 38 o6(o m3 0.38 0.38 0.31
m3
m3
m3 0.87 0.87 0.93 1.24
0.89
1.33 1.21 1.04 1.11
0.72 0.52 0.59 0.4 );&)*+,* ma,*)a*
iales
" de me#clas RE#"LT$O# les e 5 (l 6eque6os
$(u)
Obse6@)9oes
Pe6) 9> o6(o $a* 5 ; 16.3 13.6 10.9 16.3 5.5 4.1
2.7 2.2 1.7 2.7 1.6 1.5 1.4
2.7
1.3
2.0
1.3
"- m-,*"- m-,*"- m-,*1)*3 1.48, 1$a* 5; 20,
3 ,a+a * m*(a.
*
