Memorias Acero de Refuerzo Escaleras
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Transcript of Memorias Acero de Refuerzo Escaleras
7.00
7.00
7.00
7.00
7.00
3.13
4 3.13 1.00
ESCALERA 1 DESCANSO
4 1.58
13.00 284.83
4
RESIDENTE DE OBRA: DIRECTOR DE OBRA: RESIDENTE DE INTERVENTORIA:
1VIENEN
TOTAL 3018.12
OBSERVACIONES: PAG DE SUB-TOTAL 3018.12
387.10
1.58 1.00 30.00 331.80
4
7.004
1.58 1.00 35.00
5.53 1.00 13.00 503.23
4
4
1.73 1.00 13.00 157.43
7.00
7.00
449.547.00
ESCALERA 1 NIVEL PISO A DESCANSONIVEL 1.83
4 4.94 1.00 13.00
L PESO
CANT. SUB-TOTAL# # - # (M) (M) (M) (M)FIGURAS
EJE BARRA b h g
(Kg/M) CANT.
CAPITULO ITEM Acero de refuerzo de 60.000 PSI UND. KG UBICACIÓN E-001
T.P. REVISO
M E M O R I A D E C A N T I D A D E S D E O B R A
OBJETO:
ACTA RESD. OBRA
1.00 28.00 309.68
1.00 28.00 309.68
4 1.58
1.00 13.00 284.83
Ø1/2"c/10
Ø1/2"c/10
30
30P8Ø1/2"c/10 L=158
35P8Ø1/2"c/10 L=158
20 118 20
20118
20
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
252 125
183
9230
20
391
922013P1Ø1/2"c/10 L=553
306
428
30
13P2Ø1/2"c/10 L=494
30 12320
13P3Ø1/2"c/10 L=173
Ø1/2"c/10
Ø1/2"c/10
125
30
20 118 20
3P9Ø1/2"c/10 L=158
20118
20
3P9Ø1/2"c/10 L=158
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
125 30 125
30
20273
20
13P4Ø1/2"c/10 L=313
20 273 20
13P4Ø1/2"c/10 L=313
7.00
7.00
M E M O R I A D E C A N T I D A D E S D E O B R A
OBJETO:
RESIDENTE DE OBRA: DIRECTOR DE OBRA: RESIDENTE DE INTERVENTORIA:
VIENEN 3018.12
TOTAL 4764.62
OBSERVACIONES: PAG DE SUB-TOTAL 1746.50
1
1.00 30.00 331.807.004 1.58
194.74
4 1.58 1.00 30.00 331.807.00
4 2.14 1.00 13.00
(Kg/M)
1.00 13.00 402.22
4 5.34
4 4.42
1.00 13.00 485.94
CANT.
7.00
FIGURASEJE BARRA b h g L
ESCALERA 1 DESCANSO A NIVEL 3,66PISO SUPERIOR
PESO
CANT. SUB-TOTAL# # - # (M) (M) (M) (M)
REVISO
CAPITULO ITEM Acero de refuerzo de 60.000 PSI UND.
ACTA RESD. OBRA T.P.
KG UBICACIÓN E-001
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
Ø1/2"c/10
125 252
30
183
20160 34
13P5Ø1/2"c/10 L=214
34
374
3413P6Ø1/2"c/10 L=442
20 129
345
25
13P7Ø1/2"c/10 L=534
15
Ø1/2"c/10
Ø1/2"c/10
125
30
30P8Ø1/2"c/10 L=158
30P8Ø1/2"c/10 L=158
20 118 20
20118
20
CANT.
RESIDENTE DE OBRA: DIRECTOR DE OBRA: RESIDENTE DE INTERVENTORIA:
TOTAL 5052.58
OBSERVACIONES: PAG DE SUB-TOTAL 287.96
1VIENEN 4764.62
40.65
3 1.19 0.56 60.00 39.98
1.00
1.00
3 1.19 0.56 61.00
3.06 8.00 175.03
3 7.21
7 7.15
0.56 8.00 32.30
1.00
1.00
FIGURASEJE BARRA b h g
(Kg/M)
ESCALERA 2 PISO 1 LOCAL 101 A MEZANINE LOCAL 101
L PESO
CANT. SUB-TOTAL# # - # (M) (M) (M) (M)
REVISO
CAPITULO ITEM Acero de refuerzo de 60.000 PSIACTA RESD. OBRA T.P.
UND. KG UBICACIÓN E-001
M E M O R I A D E C A N T I D A D E S D E O B R A
OBJETO:
Ø3/8"c/15
Ø7/8"c/15
Ø3/8"c/10
Ø3/8"c/10
9
330
30
661
30
8P1Ø3/8"c/15 L=721
30
650
8P2Ø7/8"c/15 L=715
1520
Ø3/8"c/10
Ø3/8"c/10
20
13 93 13
61P3Ø3/8"c/10 L=119
13 93 13
60P3Ø3/8"c/10 L=119
3.02 1.56 7.00 1.00 32.98
ESCALERA 3 DESCANSO
5
1.57 1.56 14.00 1.00 34.29
1.57 1.56 14.00 1.00 34.29
5385.67
RESIDENTE DE OBRA: DIRECTOR DE OBRA: RESIDENTE DE INTERVENTORIA:
OBSERVACIONES: PAG DE SUB-TOTAL 333.09
1VIENEN 5052.58TOTAL
3.02 1.56 7.00 1.00 32.985
5
5
1.57 1.56 17.00 1.00 41.645
18.67
5 1.57 1.56 14.00 1.00 34.29
5 4.48 1.00
5 1.71 1.56 7.00 1.00
5 5.04 1.56 7.00 1.00 55.04
FIGURASEJE BARRA b h g
(M) (Kg/M)
ESCALERA 3 MEZANINE A DESCANSO
L PESO
REVISO
CANT. SUB-TOTAL# # - # (M) (M) (M) CANT.
M E M O R I A D E C A N T I D A D E S D E O B R AOBJETO:
ACTA
1.56 7.00 48.92
RESD. OBRA
CAPITULO ITEM Acero de refuerzo de 60.000 PSI UND. KG UBICACIÓN E-001
T.P.
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
240 125
165
1737
343
90177P1Ø5/8"c/20 L=504
30
382
36
7P2Ø5/8"c/20 L=448
36 11817
7P3Ø5/8"c/20 L=171
Ø5/8"c/20
Ø5/8"c/20
125
28
20 117 20
14P8Ø5/8"c/20 L=157
20117
20
17P8Ø5/8"c/20 L=157
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
125 20 125
28
20262
20
7P4Ø5/8"c/20 L=302
20 262 20
7P4Ø5/8"c/20 L=302
Ø5/8"c/20
Ø5/8"c/20
125
28
20 117 20
1P9Ø5/8" L=157
20117
20
1P9Ø5/8" L=157
T.P.
1.00
1.00
CANT.
1.00
1.00
1.00
1.56 7.00
UND. KG UBICACIÓN
REVISOACTA RESD. OBRA
OBSERVACIONES: PAG DE SUB-TOTAL 197.37
1
RESIDENTE DE OBRA: DIRECTOR DE OBRA: RESIDENTE DE INTERVENTORIA:
VIENEN 5385.67
TOTAL 5583.04
34.295 1.57 1.56 14.00
25.01
5 1.57 1.56 15.00 36.74
5 2.29 1.56 7.00
50.01
5 4.70
5 4.58
1.56 7.00 51.32
(Kg/M)
ESCALERA 3 DESCANSO A PISO 2
L PESO
CANT. SUB-TOTAL# # - # (M) (M) (M) (M)FIGURAS
EJE BARRA b h g
CAPITULO ITEM Acero de refuerzo de 60.000 PSI
M E M O R I A D E C A N T I D A D E S D E O B R A
OBJETO:
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
Ø5/8"c/20
125 240
28
165
17156 56
7P5Ø5/8"c/20 L=229
56
353
497P6Ø5/8"c/20 L=458
17 128
300
25
7P7Ø5/8"c/20 L=470
Ø5/8"c/20
Ø5/8"c/20
125
28
20 117 20
15P8Ø5/8"c/20 L=157
20117
20
14P8Ø5/8"c/20 L=157