Calculo de Materiais Por Metro Quadrado

CÁLCULO

A*#&= V($. V($.

+

ÍTENS CAP+C 1  3 # 1  2  8

@ C#)"(  A*#& B @ C  C&$  A*#& B

@ C&$ -?*&  A*#& B E! = 10  Assent. 'iolo aci%o 51020 E! , 20  Assent. 'iolo aci%o 51020 &#C 13

 Assent. 'iolo (ura/o 102020  Assent. 'iolo (ura/o 102020

E! = 10 E! = 20

E! = 9  Assent loco Conc. 141939 E! =14 @ C  A*#&  > 1 B CC&#' 15 @ C  A*#&  > 1 B CC&#' 18  Assent loco Conc.

CC&#'

20

DE DE

91939

@ C  A*#&  > 1 B

MATERIAIS POR MA >*"&= V($.

T)"&= L"*(!

Q1

Q2

Q3

ÁREA

2.5

0.01

0.0061

3.3

0.01

3.3

METRO ME T+($(= U)?.

VOLUME

QUADR QU T#$%&= U)

TOTAL Q1

TOTAL Q2

0.0243

996.38 119.28

2490.95 393.62

9.96 1.19

0.01

0.0243

879.01

4.55

4.55

0.0304

10.37

10.37

0.0693

2900.73 0 0

8.79 0 0

2.18

2.18

0.015

6.19

0.015

0.0413

0 2695.06

0 6.53

1.25

0.32

0.0083

1.95

0.49

0.013

294

0.8872

0.836

320

0.8668

0.836

0 0 0 0

0 0 0 0

336

0.8527

0.836

1092 0

27.71

435.39

32.5

Pintura te 2 ?#'(!  se" assa

0.17

0

Pintura te 3 ?#'(!  se" assa

0.24

0

+ela/or Acrílico para Pare/e

0.19

0

Pintura #s"alte +int*tico 2 ?#'(!

0.16

0

Pintura Verniz Acrílico para Concreto

0.29

0

Pintura Verniz para a/eira 3 ?#'(!

0.27

assa Corri/a 2 ?#'(! U)?&?# = 

0.7

0

Pintura nterna : T#"*& A*F$& 1 ?#'(

0.51

0

26.46

7.14

'iolo aci%o Cer;"ico 51020

#sp , 10

84

0

COMPO

'iolo aci%o Cer;"ico 51020

#sp , 20

159

0

Chap Chapis isco co 1 1

'iolo (ura/o Cer;"ico 102020 #sp , 10

25

0

# "$ "$o% o 12

'iolo (ura/o Cer;"ico 102020 #sp , 20

47

0

&e$oco 13

13

0

Concreto #

'elha Paulista < Colonial

25

0

A! "#$%&! #

'elha (rancesa

16

0

nclina%=o

'elha Portu)uesa

17

0

 'ra%o /os

'elha &o"ana

16

0

Co"posi

'elha '*)ula '*)ul a

11

0

'iolo loco Concreto

91939

#sp ,  9

E)  L&*( S#*&

+aco Ci

E&$ $!#)#$:;&%((.(.<* 

DO ? TOTAL Q3

SACO CIM.

SACO CAL

6.08 2.90

49.82 7.87

0.06

21.36 0 0

58.01 0 0

0.44 0 0

0 17.98

0 53.90

0 0.33

0 0 0 0

0 0 0 0

0 0

27.17

218.4

IÇES TIRADAS DO TCPO 10 3!

espessura

5 ""

8 ! espessura 20 "" !

espessura

strutural

5 ""

Controle >

"'( )& P*(+#,'( -(*/()"&$ íni"a /as 'elhas * /e

30 G

Assenta"entos /a Al>enaria 128

=o Assent Al>en CC&$A i" , 50 -)

Cal i/. , 20 -)

9.98