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Industrial&Estructuras www.industrialyestructuras.com
San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com
Ing. Oscar J. Tenelema Q.
INDUSTRIAL & ESTRUCTURAS I&E
PROFESIONALESDTELLO
a(m) b(m) LONG(m) NUMERO PESO KG
MC100 0,2 0,5 17,4 2 7000
MC101 0,2 0,5 20,02 2 8048
MC102 0,2 0,5 22,9 2 9200
MC103 0,2 0,5 23,24 2 9336
MC104 0,2 0,5 14,71 2 5924
MC105 0,2 0,5 21,33 2 8572
MC106 0,2 0,5 14,11 2 5684
MC107 0,2 0,5 19,6 2 7880
MC108 0,2 0,5 15,2 2 6120
MC109 0,2 0,5 10,03 2 4052
MC200 0,3 0,6 92,17 2 66452,4
MC210 0,2 0,5 69,02 2 33189,6
MC211 0,2 0,5 31,7 2 15276
MC300 0,25 0,4 16,03 4 64245
MC301 0,25 0,4 15,41 4 61765
MC302 0,25 0,4 11,57 4 46405
MC400 0,2 0,6 95,19 1 34328,4
MC401 0,2 0,6 97,92 1 35311,2
MC402 0,2 0,6 76,27 1 27517,2
TOTAL KG 456305,8
elevacion cercha tipo 2
Industrial&Estructuras www.industrialyestructuras.com
San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com
Ing. Oscar J. Tenelema Q.
INDUSTRIAL & ESTRUCTURAS I&E
a(m) b(m) LONG(m) PESO KG
MC100 0,2 0,5 17,4 2 6996
MC101 0,2 0,5 20 2 8036
MC102 0,2 0,5 21,94 2 8812
MC103 0,2 0,5 22,24 2 8932
MC104 0,2 0,5 14,74 2 5932
MC105 0,2 0,5 21,33 2 8568
MC106 0,2 0,5 14,11 2 5680
MC107 0,2 0,5 19,6 2 7876
MC108 0,2 0,5 15,36 2 6180
MC109 0,2 0,5 10,3 2 4048
MC200 0,3 0,6 89,7 2 64666,5
MC210 0,2 0,5 66,33 2 31891,5
MC211 0,2 0,5 31,92 2 15374,7
MC300 0,25 0,4 16,03 4 64220
MC301 0,25 0,4 15,42 4 61780
MC302 0,25 0,4 11,57 4 46380
MC400 0,2 0,6 92,7 1 33424,5
MC401 0,2 0,6 95,45 1 34414,5
MC402 0,2 0,6 73,08 1 26361,3
TOTAL KG 449573
elevacion cercha tipo 1
Industrial&Estructuras www.industrialyestructuras.com
San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com
Ing. Oscar J. Tenelema Q.
INDUSTRIAL & ESTRUCTURAS I&E
PLETINAS Y PERFILES PARA VIGAS DE CUBIERTA
CUBIERTA Nv +21,32
VIGA ELEMENTO PLETINA LONG.(m) PESO (KG)
ALMA PL 600X10 755,53 35585,37
ALA PL 200X15 755,53 17792,68
VS C150X50X15X3 3522,94 21595,6
VSB C200X50X15X3 126,64 925,35
TOTAL KG 75899
VP
PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO
TERCER ENTREPISO Nv +17,00
VIGA ELEMENTO PLETINA LONG.(m) PESO (KG)
ALMA PL 600X10 1137,14 53559,29
ALA PL 200X15 1137,14 36779,65
VS C150X50X15X3 4392,98 26928,94
VSB C200X50X15X3 373,3 2727,61
TOTAL KG 119995,49
VP
PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO
SEGUNDO ENTREPISO Nv +12,68
VIGA ELEMENTO PLETINA LONG.(m) PESO (KG)
ALMA PL 600X10 1182,16 55679,92
ALA PL 200X15 1182,16 27839,96
VS C150X50X15X3 4434,73 27184,91
VSB C200X50X15X3 201,8 1474,49
TOTAL KG 112179,28
VP
PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO
PRIMER ENTREPISO Nv +8,36
VIGA ELEMENTO PLETINA LONG.(m) PESO (KG)
ALMA PL 600X10 1172,48 55223,62
ALA PL 200X15 1172,48 27611,81
VS C150X50X15X3 4308,9 26413,53
VSB C200X50X15X3 183,71 1342,29
TOTAL KG 110591,25
VP
Industrial&Estructuras www.industrialyestructuras.com
San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com
Ing. Oscar J. Tenelema Q.
INDUSTRIAL & ESTRUCTURAS I&E
DESCRIPCION PESO TOTALES
ELEVACION CERCHA TIPO 2 456305,8
ELEVACION CERCHA TIPO 1 449573
CUADRO DE VIGAS PRINCIPAL CUBIERTA ACERO A50
CUADRO DE VIGUETAS SECUNDARIA CUBIERTA ACERO A36
CUADRO DE VIGAS PRINCIPAL TERCER ENTREPISO ACERO A50
CUADRO DE VIGUETAS SECUNDARIA TERCER ENTREPISO ACERO A36
CUADRO DE VIGAS PRINCIPAL SEGUNDO ENTREPISO ACERO A50
CUADRO DE VIGUETAS SECUNDARIA SEGUNDO ENTREPISO ACERO A36
CUADRO DE VIGAS PRINCIPAL PRIMER ENTREPISO ACERO A50
CUADRO DE VIGUETAS SECUNDARIA PRIMER ENTREPISO ACERO A36
PESO TOTAL KG 1324543,82
PESO TONELADAS 1324,54382
112179,28
110591,25
75899
119995,49

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Cotizacion de pintura de estructura

  • 1. Industrial&Estructuras www.industrialyestructuras.com San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com Ing. Oscar J. Tenelema Q. INDUSTRIAL & ESTRUCTURAS I&E PROFESIONALESDTELLO a(m) b(m) LONG(m) NUMERO PESO KG MC100 0,2 0,5 17,4 2 7000 MC101 0,2 0,5 20,02 2 8048 MC102 0,2 0,5 22,9 2 9200 MC103 0,2 0,5 23,24 2 9336 MC104 0,2 0,5 14,71 2 5924 MC105 0,2 0,5 21,33 2 8572 MC106 0,2 0,5 14,11 2 5684 MC107 0,2 0,5 19,6 2 7880 MC108 0,2 0,5 15,2 2 6120 MC109 0,2 0,5 10,03 2 4052 MC200 0,3 0,6 92,17 2 66452,4 MC210 0,2 0,5 69,02 2 33189,6 MC211 0,2 0,5 31,7 2 15276 MC300 0,25 0,4 16,03 4 64245 MC301 0,25 0,4 15,41 4 61765 MC302 0,25 0,4 11,57 4 46405 MC400 0,2 0,6 95,19 1 34328,4 MC401 0,2 0,6 97,92 1 35311,2 MC402 0,2 0,6 76,27 1 27517,2 TOTAL KG 456305,8 elevacion cercha tipo 2
  • 2. Industrial&Estructuras www.industrialyestructuras.com San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com Ing. Oscar J. Tenelema Q. INDUSTRIAL & ESTRUCTURAS I&E a(m) b(m) LONG(m) PESO KG MC100 0,2 0,5 17,4 2 6996 MC101 0,2 0,5 20 2 8036 MC102 0,2 0,5 21,94 2 8812 MC103 0,2 0,5 22,24 2 8932 MC104 0,2 0,5 14,74 2 5932 MC105 0,2 0,5 21,33 2 8568 MC106 0,2 0,5 14,11 2 5680 MC107 0,2 0,5 19,6 2 7876 MC108 0,2 0,5 15,36 2 6180 MC109 0,2 0,5 10,3 2 4048 MC200 0,3 0,6 89,7 2 64666,5 MC210 0,2 0,5 66,33 2 31891,5 MC211 0,2 0,5 31,92 2 15374,7 MC300 0,25 0,4 16,03 4 64220 MC301 0,25 0,4 15,42 4 61780 MC302 0,25 0,4 11,57 4 46380 MC400 0,2 0,6 92,7 1 33424,5 MC401 0,2 0,6 95,45 1 34414,5 MC402 0,2 0,6 73,08 1 26361,3 TOTAL KG 449573 elevacion cercha tipo 1
  • 3. Industrial&Estructuras www.industrialyestructuras.com San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com Ing. Oscar J. Tenelema Q. INDUSTRIAL & ESTRUCTURAS I&E PLETINAS Y PERFILES PARA VIGAS DE CUBIERTA CUBIERTA Nv +21,32 VIGA ELEMENTO PLETINA LONG.(m) PESO (KG) ALMA PL 600X10 755,53 35585,37 ALA PL 200X15 755,53 17792,68 VS C150X50X15X3 3522,94 21595,6 VSB C200X50X15X3 126,64 925,35 TOTAL KG 75899 VP PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO TERCER ENTREPISO Nv +17,00 VIGA ELEMENTO PLETINA LONG.(m) PESO (KG) ALMA PL 600X10 1137,14 53559,29 ALA PL 200X15 1137,14 36779,65 VS C150X50X15X3 4392,98 26928,94 VSB C200X50X15X3 373,3 2727,61 TOTAL KG 119995,49 VP PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO SEGUNDO ENTREPISO Nv +12,68 VIGA ELEMENTO PLETINA LONG.(m) PESO (KG) ALMA PL 600X10 1182,16 55679,92 ALA PL 200X15 1182,16 27839,96 VS C150X50X15X3 4434,73 27184,91 VSB C200X50X15X3 201,8 1474,49 TOTAL KG 112179,28 VP PLETINAS Y PERFILES PARA VIGAS DE ENTREPISO PRIMER ENTREPISO Nv +8,36 VIGA ELEMENTO PLETINA LONG.(m) PESO (KG) ALMA PL 600X10 1172,48 55223,62 ALA PL 200X15 1172,48 27611,81 VS C150X50X15X3 4308,9 26413,53 VSB C200X50X15X3 183,71 1342,29 TOTAL KG 110591,25 VP
  • 4. Industrial&Estructuras www.industrialyestructuras.com San Eduardo MZ 265 Solar 17 0989130195-042660231-oscariote@outlook.com Ing. Oscar J. Tenelema Q. INDUSTRIAL & ESTRUCTURAS I&E DESCRIPCION PESO TOTALES ELEVACION CERCHA TIPO 2 456305,8 ELEVACION CERCHA TIPO 1 449573 CUADRO DE VIGAS PRINCIPAL CUBIERTA ACERO A50 CUADRO DE VIGUETAS SECUNDARIA CUBIERTA ACERO A36 CUADRO DE VIGAS PRINCIPAL TERCER ENTREPISO ACERO A50 CUADRO DE VIGUETAS SECUNDARIA TERCER ENTREPISO ACERO A36 CUADRO DE VIGAS PRINCIPAL SEGUNDO ENTREPISO ACERO A50 CUADRO DE VIGUETAS SECUNDARIA SEGUNDO ENTREPISO ACERO A36 CUADRO DE VIGAS PRINCIPAL PRIMER ENTREPISO ACERO A50 CUADRO DE VIGUETAS SECUNDARIA PRIMER ENTREPISO ACERO A36 PESO TOTAL KG 1324543,82 PESO TONELADAS 1324,54382 112179,28 110591,25 75899 119995,49