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IFPR INSTITUTO FEDERAL DO PARAN - CAMPUS PALMASTrabalho de
Planejamento
Acadm!co"# $O%O PAULO CORSO
O&RA# EDIFICA'%O EM AL(ENARIA - PADR%O M)DIOREFER*#
REFER+NCIA DE CLCULO NA TCPO - ,NDICE MAIO DE ./0 DATA#
12.32./0*
ENDERE'O#RUA PRO$ETADA S2N - SANTURIO
PRA4O# /5. DIAS TOTAL 6ERAL#MUNICIPIO# PALMAS - PR* &DI#
R7
ITEM DESCRI'%O DO SER(I'O ;UANTI DADE MATERIAL MATERIAL M%O
1 INSTALACOES DA OBRA
1.1 74077/3 M2 139.35 1.03 2.51 3.54 143.53
1.3 5973 BAACA! "# !BA C!M $%&'A(A)*!+ C!B#',A C!M C-APA "#
$B!C$M#%'! # 'B,A& #M MA"#$A M2 9 45.00 174.2 219.2 405.00
1.3 74220/1 'AP,M# "# C-APA "# MA"#$A C!MP#%&A"A 15MM P$%',A
A CA( AP!#$'AM#%'! 2 6 M2 30 19.97 2.10 4.07 0.09
2 MOVIMENTAO DE TERRA
2.1 79517/1 #&CAACA! MA%,A( #M &!(!P!. A'# 1+50 M M3
4.23 0.01 21.32 21.33 0.04 2.1 79517/1 AP$(!AM#%'! C!M MACA"AM#
MA%,A(M#%'# P! 1 #%'# - 1.00 0.01 7.90 7.91 0.1
3 INFRAESTRUTURA/SUPRAESTRUTURA
3.1 SAPATAS3.1.1 7414/4 (A&'! "# B$'A M3 2.19 45.1 21.32 .4
9.90 3.1.2 3532 (A&'! "# C!%C#'!+ P#PA! M#CA%$C! M3 0.47 140.01
32.72 502.73 5.0
3.1.3 5970 !MA& C/'AB,A& 3A 2+5630+0CM P/M2
P/,%"AC!#&+$%C( M!%'A#M # "#&M!%'A#M C/#AP. 26 M2 3.91
13.99 2.07 40.0 544.35
3.1.4 73972/1 C!%C#'! #&',',A( C825MPA+ $A"! #M B#'!%#$A+ %A
!BA+ M (A%)AM#%'! M3 12.54 249.4 5.94 30.5 3+130.49
3.1.5 74157/4 (A)AM#%'! "! C!%C#'! P! 3 #%'#& # 2
P#"#$!& - .20 0.00 43.75 43.75 0.00
3.1.6 73942/2 8 1.91 3.90 2.51 .41 73.75
3.1.7 74254/2 8 79.92 3.49 2.0 .09 27.92
3.2 VIGAS
3.3.1 74075/2 M2 92. 25.43 35.20 0.3 2+31.43
3.2.3 73942/2 8 241.5 3.90 2.51 .41 943.22
3.2.4 74254/2 8 2.73 3.49 2.0 .09 21.93
3.2.5 73972/1 C!%C#'! #&',',A( C825MPA+ $A"! #M B#'!%#$A+ %A
!BA+ M (A%)AM#%'! M3 19.73 249.4 5.94 30.5 4+925.40
3.2.6 74157/4 (A%CAM#%'! "! C!%C#'! P! 3 #%'#& # 2
P#"#$!& - .30 0.00 43.75 43.75 0.00
3.3 PILARES
3.3.1 74075/2 M2 41.71 25.43 35.20 0.3 1+00.9
3.3.2 73942/2 8 41.33 3.90 2.51 .41 11.19
C
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3.3.3 74254/2 8 9.3 3.49 2.0 .09 311.7
3.3.4 73972/1 C!%C#'! #&',',A( C825MPA+ $A"! #M B#'!%#$A+ %A
!BA+ M (A%)AM#%'! M3 .17 249.4 5.94 30.5 2+039.5
3.2.6 74157/4 (A%CAM#%'! "! C!%C#'! P! 4 #%'#& # 3
P#"#$!& - 1.70 0.00 9.75 9.75 0.00
3.4 73979/2 M2 9.22 7.97 2.07 34.04 73.4
4 ALVENARIA
4.1 73935/2 M2 241.00 2.4 40.9 7.2 +4.44
4.2 74200/1 M 14.50 .7 5.31 12.07 9.02
4.3 1370/1 (A># P#AB$CA"A C!M '#($)A #&P#&&,A
12CM !%#C$M#%'! # $%&'A(A)*! M2 139.35 17.43 7.31 24.74
2+42.7
5 IMPERMEABILIZAO
5.1 7410/1 M2 47.02 2.49 4.2 .75 117.0
6 REVESTIMENTOS
6.1 REVESTIMENTO INTERNO
6.1.1 5974 C-AP$&C! #M PA#"#& 'AC! 1:4 C$M#%'! # A#$A+
#&P#&&,A 0+5CM+ P#PA! M#CA%$C! M2 320.00 1.25 2.71 3.9
400.00
6.1.2 73927/ M2 320.00 3.0 14.19 17.27 95.0
6.1.3 00 M2 145.00 1.77 13.19 29.9 2+431.5
6.2 REVESTIMENTO ETERNO
6.2.1 5974 C-AP$&C! #M PA#"#& 'AC! 1:4 C$M#%'! # A#$A+
#&P#&&,A 0+5CM+ P#PA! M#CA%$C! M2 290.00 1.25 2.71 3.9
32.50
6.2.2 73927/ M2 290.00 3.0 14.19 17.27 93.20
7 COBERTURA
7.1 73931/1 M2 140.00 22.03 14.3 3.41 3+04.20
7.2 740/1 '#(-A C#?M$CA M!"#(! C!(!%$A( M2 15.00 17.55 5.54
23.09 2+772.90
7.3 74045/1 C,M##$A PAA '#(-A C#?M$CA M 13.00 73.34 3.02 7.3
953.42
! CAL"AS E RUFOS
!.1 72105 CA(-A #M C-APA "# AC! A(A%$;A"! %.24+ "#%!($M#%'! 50CM
M 135.0 24.49 13.5 3.34 3+325.74
# FORROS EM PVC
AMACA! AC! CA50+ "$AM. +3 1/4 = 12+5MM1/2 !%#C$M#%'!/ C!'#P#"A
"# 10
