3. apus
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CAPITULO SUBCAPITULO ACTIVIDAD UNIDAD CODIGO ITEM UNIDAD CANTIDAD VALOR UNITARIO VALOR TOTALCAMPAMENTO UN
PLAST 01 TEJA TRASLUCIDA P 1000 PREMIUM UN 8 $35,380.00 $283,040.00HERR 03 PORTA CANDADO GATO SIMPLE 3 UN 2 $1,850.00 $3,700.00HERR 02 BISAGRA GATO OMEGA 3 UN 3 $1,783.00 $5,349.00HERR 01 PUNTILLA CABEZA 2 LB 3 $2,552.00 $7,656.00HERR 04 GANCHO TEJA ETERNIT 55 MM UN 16 $269.00 $4,304.00HH 02 VARA DE CLAVO DIAM. 6 A 8 CM X 3.00 M UN 4.13 $4,950.00 $20,443.50MAD 03 TABLA CHAPA 30 X 1.8 A 2.0 CM X 2.9 UN 10.34 $13,428.00 $138,845.52AR 02 BASE GRANULAR M3 1.17 $33,640.00 $39,358.80MO 01 MANO DE OBRA AA Hc 15.18 $17,486.00 $265,437.48
TOTAL $768,134.30
DESCAPOTE M2MAQUI 02 VOLQUETA M3 Vj 0.37 $55,000.00 $20,350.00MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 0.26 $16,351.00 $4,251.26MO 03 MANO DE OBRA AYUDANTE ALBAÑILERIA Hh 0.16 $6,310.00 $1,009.60
TOTAL $25,610.86
REPLANTEO M2HERR 05 PUNTILLA CABEZA 1 LB 0.02 $2,645.00 $52.90HERR 01 PUNTILLA CABEZA 2 LB 0.02 $2,552.00 $51.04MAD 02 DURMIENTE ORDINARIA UN 0.34 $3,550.00 $1,207.00MO 01 MANO DE OBRA AA Hc 0.28 $17,486.00 $4,896.08
TOTAL $6,207.02
EXCAVACION MECÁNICA M3EQUIP 02 CARGADOR AE 60 OPERARIO + COMBUSTIBLE D 0.02 $403,700.00 $8,074.00MAQUI 02 VOLQUETA M3 Vj 0.37 $55,000.00 $20,350.00
TOTAL $28,424.00
EXCAVACIÓN MANUAL DE CIMIENTOS M3MAQUI 02 VOLQUETA M3 Vj 0.37 $55,000.00 $20,350.00MO 01 MANO DE OBRA AA Hc 0.93 $17,486.00 $16,261.98
TOTAL $36,611.98
MUROS DE CONTENCION ALTURA 2M M3AR 01 CONCRETO 3000 PSI M3 1.03 $340,390.00 $350,601.70HERR 01 PUNTILLA CABEZA 2 LB 2.12 $33,640.00 $71,316.80EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.04 $7,000.00 $280.00MAD 04 TABLA BURRA 30 X 2.7CM X 2.90M-‐ORD UN 1.5 $4,950.00 $7,425.00MAD 05 REPISA 8 X 4 CM X 2.90 M-‐ORDINARIO UN 0.67 $4,703.00 $3,151.01HH 03 VARA DE CLAVO 8 CM X 3.00 M EUCALIPTO UN 0.95 $27,840.00 $26,448.00MO 01 MANO DE OBRA AA Hc 10.68 $2,552.00 $27,255.36
TOTAL $486,477.87
PILOTES PRE-‐EXCAVADOS M3MAQUI 02 VOLQUETA M3 Vj 0.37 $55,000.00 $20,350.00HH 12 ACERO FIGURADO 60000 PSI 3/8" KG 80 $2,050.00 $164,000.00AR 01 CONCRETO 3000 PSI M3 1 $340,390.00 $340,390.00
TOTAL $524,740.00
DEMOLICION CABEZAS PILOTES M3EQUIP 03 COMPRESOR DE AIRE PEQUEÑO H 6.95 $31,320.00 $217,674.00MAQUI 03 RETROEXCAVADORA ORUGA CAT320 + OPERADORH 0.04 $14,951.11 $598.04MAQUI 02 VOLQUETA M3 Vj 0.45 $55,000.00 $24,750.00MO 01 MANO DE OBRA AA Hc 8.91 $17,486.00 $155,800.26
TOTAL $398,822.30
PLACA FLOTANTE 0.9 MTS M2AR 01 CONCRETO 3000 PSI M3 0.46 $340,390.00 $156,579.40EQUIP 04 COSTO ADICIONAL DE BOMBEO M2 0.46 $35,000.00 $16,100.00EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.04 $27,840.00 $1,113.60MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 1.83 $16,351.00 $29,922.33POLIEST 01 ICOPOR 1 X 1 ESPESOR 1 CM M 0.8 $2,900.00 $2,320.00HERR 01 PUNTILLA CABEZA 2 LB 0.03 $2,552.00 $76.56MAD 03 TABLA CHAPA 30 X 1.8 A 2.0 CM X 2.9 UN 0.04 $13,428.00 $537.12
TOTAL $206,649.01
VIGA DE CIMENTACION M3AR 01 CONCRETO 3000 PSI M3 1.03 $340,390.00 $350,601.70HH 01 ACERO REFUERZO #4 KG 25 $7,000.00 $175,000.00EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.04 $27,840.00 $1,113.60HERR 01 PUNTILLA CABEZA 2 LB 2.2 $2,552.00 $5,614.40MAD 01 PLANCHON ORDINARIO UN 1.23 $17,750.00 $21,832.50MAD 02 DURMIENTE ORDINARIA UN 1 $3,550.00 $3,550.00MO 01 MANO DE OBRA AA Hc 12 $17,486.00 $209,832.00
TOTAL $767,544.20
COLUMNAS M3AR 01 CONCRETO 3000 PSI M3 1.1 $340,390.00 $374,429.00HERR 01 PUNTILLA CABEZA 2 LB 8 $2,552.00 $20,416.00MAD 05 REPISA 8 X 4 CM X 2.90 M-‐ORDINARIO UN 2.5 $7,100.00 $17,750.00MAD 04 TABLA BURRA 30 X 2.7CM X 2.90M-‐ORD UN 0.91 $14,700.00 $13,377.00EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.04 $27,840.00 $1,113.60ESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.2 $20,880.00 $4,176.00ESTRUC 02 PARAL METÁLICO HASTA 3.30 M MS 1 $3,828.00 $3,828.00MO 01 MANO DE OBRA AA Hc 10.29 $17,486.00 $179,930.94
TOTAL $615,020.54
ENTREPISOS CASETON CON VIGAS M2
HH 04 ACERO FIGURADO 60000 PSI 1/4" KG 4.5 $1,833.11 $8,249.00HH 05 ALAMBRE NEGRO NO. 18 (RECOCIDO) KG 0.14 $2,671.43 $374.00AR 01 CONCRETO 3000 PSI M3 0.17 $340,390.00 $57,866.30MAD 06 ESTERILLA GUADUA ANCHO 30 CM X 4.00 M UN 1.43 $6,950.35 $9,939.00FORM 01 FORMALETA ENTREPISOS MS 0.88 $6,062.50 $5,335.00MAD 07 LISTON 10 X 1.8 CM X 2.90 M AMARILLO UN 1.33 $9,191.72 $12,224.99HERR 01 PUNTILLA CABEZA 2 LB 0.02 $2,552.00 $51.04MAD 05 REPISA 8 X 4 CM X 2.90 M-‐ORDINARIO UN 0.02 $7,100.00 $142.00MAD 04 TABLA BURRA 30 X 2.7CM X 2.90M-‐ORD UN 0.02 $14,700.00 $294.00EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.01 $27,840.00 $278.40MO 01 MANO DE OBRA AA Hc 2.01 $17,486.00 $35,146.86
TOTAL $129,900.58
ENTREPISOS LÁMINA COLABORANTE 2" M2AR 01 CONCRETO 3000 PSI M3 0.08 $340,390.00 $27,231.20HH 06 MALLA ELECTROSOLDADA Q 3.1 UN 0.02 $71,400.00 $1,428.00HH 07 METAL DECK 2" 9.40 M CAL 22 (0.75 MM) M2 1 $27,870.00 $27,870.00MAD 04 TABLA BURRA 30 X 2.7CM X 2.90M-‐ORD UN 0.02 $14,700.00 $294.00MO 01 MANO DE OBRA AA Hc 0.67 $17,486.00 $11,715.62
TOTAL $68,538.82
ENTREPISOS LÁMINA COLABORANTE 3" M2AR 01 CONCRETO 3000 PSI M3 0.08 $340,390.00 $27,231.20HH 06 MALLA ELECTROSOLDADA Q 3.1 UN 0.02 $71,400.00 $1,428.00HH 08 METAL DECK 3" 0.87 M CAL.22 (0.75 MM) M2 0.67 $27,870.00 $18,672.90MAD 04 TABLA BURRA 30 X 2.7CM X 2.90M-‐ORD UN 0.02 $14,700.00 $294.00MO 01 MANO DE OBRA AA Hc 0.67 $17,486.00 $11,715.62
TOTAL $59,341.72
MURO EN LADRILLO MACIZO COMÚN 10CM M2AR 03 LADRILLO MACIZO 24X12X6 M2 70 $719.00 $50,330.00AR 04 MORTERO 1:4 M2 0.06 $286,434.90 $17,186.09MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 0.75 $16,351.00 $12,263.25
TOTAL $79,779.34
MURO EN LADRILLO PRETENSADO LIVIANO M2AR 05 LADRILLO P-‐V PRENSADO LIVIANO 6 CM UN 56 $577.00 $32,312.00MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 1.25 $16,351.00 $20,438.75ESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.16 $20,880.00 $3,340.80MAD 13 TABLA BURRA 15 X 2.2 A 2.7 X 2.9 UN 0.04 $6,902.00 $276.08AR 06 MORTERO 1:3 M3 0.03 $344,480.00 $10,334.40HH 12 ACERO FIGURADO 60000 PSI 3/8" KG 80 $2,050.00 $0.00
TOTAL $66,702.03
ESCALERA M3MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 17.7 $16,351.0 $289,412.7MAD 14 PARAL TELESCOPICO D 2.9 $150.0 $435.0AR 01 CONCRETO 3000 PSI M3 1.1 $340,390.0 $374,429.0FORM 01 FORMALETA ENTREPISOS MS 8.69 $6,062.5 $52,683.1EQUIP 01 VIBRADOR CONCRETO GASOLINA D 0.04 $27,840.0 $1,113.6HERR 01 PUNTILLA CABEZA 2 LB 1.49 $2,552.0 $3,802.5MAD 15 PARAL TELESCOPICO 2 D 2.9 $309.0 $896.1MAD 05 REPISA 8 X 4 CM X 2.90 M-‐ORDINARIO UN 0.95 $7,100.0 $6,745.0MAD 16 TABLA BURRA 30 X 2.2 A 2.7 X 2.9 UN 3.14 $17,284.0 $54,271.8MAD 17 TABLA BURRA 25 X 2.2 A 2.7 X 2.9 UN 3.74 $14,345.7 $53,653.0
TOTAL $837,441.8
ACABADO VENTANAS UNVENT 01 VENTANA FIJA 1 X 1 VIDRIO 4 MM UN 1 $120,000 $120,000
TOTAL $120,000.00
PUERTA OFICINA UNMO 05 MANO DE OBRA DD -‐ CARPINTERIA Hc 0.7 $19,621.00 $13,734.70PUERTA 01 PUERTA FORTE PROVIDENZA 0.91 UN 1.1 $140,737.00 $154,810.70
TOTAL $168,545.40
PUERTA BAÑOS UNMO 05 MANO DE OBRA DD -‐ CARPINTERIA Hc 0.7 $19,621.00 $13,734.70PUERTA 02 PUERTA FORTE PROVIDENZA 0.81 UN 1 $126,562.00 $126,562.00
TOTAL $140,296.70
ACABADO PISOS M2MO 06 MANO DE OBRA -‐ PULIDA / LACADA M2 1 $40,600.00 $40,600.00LACAS 01 BARNIZ VIRTIFLEX A BASE DE AGUA GAL 0.1 $193,900.00 $19,390.00
TOTAL $59,990.00
ACABADO PAREDES M2PINTU 01 ESTUCO Y VINILOS 3 MANOS M2 1 $13,597.68 $13,597.68AR 07 PAÑETE LISO MUROS 1:4 M2 1 $3,266.08 $3,266.08
TOTAL $16,863.76
CUBIERTA SANDWICH M2HERR 08 CLIP TIPO C SENCILLO UN 2.22 $2,522.00 $5,598.84HERR 09 TORNILLO AUTOPERFORANTE 7/8 UN 2.22 $133.00 $295.26MO 03 MANO DE OBRA AA -‐ ALBAÑILERIA Hc 0.37 $16,351.00 $6,049.87POLIUR 02 ECO POLIURETANO M2 1 $45,000.00 $45,000.00HH 13 LAMINA COLD ROLLED UN 0.2 $54,288.00 $10,857.60
TOTAL $67,801.57
COLUMNA EN MADERA MESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.01 $20,880.00 $208.80
HERR 06 PERNO GRADO 6 UN 6 $350.00 $2,100.00HH 09 ANCLAJE EPOXICO INCLUYE ACERO UN 1 $1,200.00 $1,200.00HH 10 PLATINA I 0.9 X 0.3 X 0.4 UN 1 $41,700.00 $41,700.00MAD 08 COLUMNA MADERA 0.08 X 0.18 X 5.9 UN 0.33 $219,240.00 $72,349.20MO 04 MANO DE OBRA BB -‐ INSTALACIONES D 0.3 $72,277.00 $21,683.10
TOTAL $139,241.10
VIGA EN MADERA MESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.01 $20,880.00 $208.80HH 11 PLATINA I 0.9 X 0.10 x 1/4 UN 1 $34,000.00 $34,000.00HERR 06 PERNO GRADO 6 UN 6 $350.00 $2,100.00HH 09 ANCLAJE EPOXICO INCLUYE ACERO UN 1 $1,200.00 $1,200.00MO 04 MANO DE OBRA BB -‐ INSTALACIONES D 0.25 $72,277.00 $18,069.25MAD 09 VIGA 18CM X 8CM X 2.90 M UN 0.35 $113,100.00 $39,585.00
TOTAL $95,163.05
VIGUETA EN MADERA MESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.01 $20,880.00 $208.80HH 11 PLATINA I 0.9 X 0.10 x 1/4 UN 1 $34,000.00 $34,000.00HERR 06 PERNO GRADO 6 UN 4 $350.00 $1,400.00MO 04 MANO DE OBRA BB -‐ INSTALACIONES D 0.2 $72,277.00 $14,455.40MAD 12 VIGA 0.1 X 0.05 X 2.9 M UN 0.35 $49,300.00 $17,255.00
TOTAL $67,319.20
CERRAMIENTO MADERA M2ESTRUC 01 ANDAMIO TUBULAR 1.50 X 1.50 ALQUILER MS 0.05 $20,880.00 $1,044.00MO 04 MANO DE OBRA BB -‐ INSTALACIONES D 0.2 $72,277.00 $14,455.40HERR 07 PUNTILLA CABEZA 2 1/2 UN 0.1 $2,400.00 $240.00POLIUR 01 FRESCASA SIN PAPEL 600 X 48 X 2-‐1/2 UN 0.05 $148,778.00 $7,438.90MAD 10 ENTRAMADO MADERA PINO 0.05 X 0.10 M M2 2 $10,600.00 $21,200.00MAD 11 LISTON DE PINO PARA MACHIMBRE M2 2 $13,220.00 $26,440.00
TOTAL $70,818.30
DUCTOS MHERR 10 ANCLAJE AUTOPERFORANTE 1/2 UN 4 $6,000.00 $24,000.00DUC 01 DUCTOS METALICO UN 1.2 $33,640.00 $40,368.00ESTRUC 04 SOPORTE PARA BANDEJA PORTA CABLES UN 0.6 $20,450.00 $12,270.00EQUIP 05 TALADRO 3/4 PERCUTOR D 0.07 $17,000.00 $1,190.00MO 07 CUADRILLA INSTALACIONES INTERNAS Hc 0.56 $17,986.00 $10,072.16
TOTAL $87,900.16