presupuesto unitarios

UNITARIOS

ItemDescripcinUnidadMetradoPrecioParcialTotal

1.0OBRAS PROVISIONALES5945.8944384

1.1GUARDIANIADia45.00104.884719.6

Rendiminto: 1.00Dia

vigilantehh8.0013.11104.88104.884719.6

1.2TRAZO, NIVELES Y REPLANTEO DURANTE LA OBRAM2640.001.916085061226.2944384

Rendiminto: 300.00m2

capatazhh0.0320.70.5589operariohh0.0317.170.458439peonhh0.0513.110.698763cordel (rollo 50 m)pza0.0113.50.1485herramienta manual%MO0.031.7161020.051483061.916085061226.2944384

2.0MOVIMIENTOS DE TIERRAS3784.13288928

2.1CORTE DE LOSAM214.4028.529959410.8314096

Rendimiento: 12.00m2

capatazhh0.2120.74.347peonhh0.3513.114.587189gasolina 84 octanosgal0.1411.51.58125cortadora de concreto HONDA 13HP gasol. 16"4hm2.009.0072618.0145228.529959410.8314096

2.2DEMOLICION DE LOSA/ C EQUIPOM214.40178.835238452575.22743368

capatazhh0.2120.74.347peonhh0.3513.114.587189martillo rompe pavimento de 40 lbhm4.9534.2332169.45434herramienta manual%MO0.058.9341890.44670945178.835238452575.22743368

2.3EXCAVACION PARA CIMIENTOS / inc demolicionM315.1229.7045449.13204

Rendiminto: 4.00m3

capatazhh0.1020.72.07peonhh2.0013.1126.22herramienta manual%MO0.0528.291.414529.7045449.13204

2.4ELIMINACION DE MATERIAL DE DESMONTEM315.1223.078175348.942006

Rendiminto: 6.00m3

capatazhh0.1520.73.105peonhh0.3513.114.5885camion volquete 4x2 15M3M31.001515herramienta manual%MO0.057.69350.38467523.078175348.942006

3.0OBRAS DE CONCRETO7790.1977040304

3.1CONCRETO SOLDADO PARA ZAPATAS C:H 1:12 - E=4"M214.4031.5807629831454.7629869559

Rendimiento: 100.00M2

capatazhh0.0220.70.3312operariohh0.1617.172.7472oficialhh0.0814.561.1648peonhh0.6413.118.3904operador de equipohh0.0818.491.4792hormigonm30.14476.721cemento PORTLAND tipo 1bls0.3318.22033898316.0728389831grasa multiple EPlbs0.02100.22gasolina 84 octanosgal0.0711.50.759aceite motor gasol. SAE 30Wgal0.01570.627aguam30.0270.12474mezcladora de concreto T. tambor 23HP 12P3hm0.0831.52.52Herramienta Manual%MO0.0314.11280.42338431.5807629831454.7629869559

3.2CONCRETO 1:8+25% P.M. PARA ZAPATASM34.00303.34306698051213.3722679219


capatazhh0.1320.72.75931operariohh0.6717.1711.44665522oficialhh1.3314.5619.412848peonhh5.3313.1169.9199563piedra mediana de canteram30.4625.4211.74404Hormigonm30.554725.85cemento PORTLAND tipo 1bls4.2818.220338983177.9648305085gasolina 84 octanosgal0.1411.51.58125grasa multiple EPlbs0.02100.1837aguam30.1871.2474vibradora de concreto gasol. 5HPhm0.6711.767.8792mezcladora de concreto T. tambor 23HPhm2.0031.563Herramienta Manual%MO0.10103.5387695210.353876952303.34306698051213.3722679219

3.3ARMADURA DE ACERO Fy=4'200 Kg/cm2kg600.004.2865842571.9504

Rendimiento: 250.00kg

capatazhh0.0220.70.3312operariohh0.0317.170.54944oficialhh0.0314.560.46592peonhh0.0313.110.41952alambre negro #16kg0.033.40.1122fierro Fy=4200 kg/cm2kg1.002.322.32Herramientas manuales%MO0.051.766080.0883044.2865842571.9504

3.4ENCOFRADO Y DESENCOFRADO NORMAL - POSTESM240.0047.76441910.576


capatazhh0.0820.71.656operariohh0.8017.1713.736oficialhh0.8014.5611.648peonhh0.8013.1110.488alambre negro recocido BWG #8kg0.333.51.155clavo c/cabeza p/construccion p/promediokg0.3451.705madera tornillop21.005.55.5herramientas manuales%MO0.0537.5281.876447.76441910.576

3.5CONCRETO REFORZADO F'c 210 Kg/cm2M33.25504.47263050851639.5360491525


capatazhh0.1620.63.296operariohh1.6017.1727.472oficialhh0.8014.5611.648peonhh9.6013.11125.856operador del equipohh1.6018.4929.584arena gruesam30.553519.25piedra chancada 3/4"m30.8859.652.448cemento PORTLAND tipo 1bls10.1218.2203389831184.3898305085gasolina 84 octanosgls0.3311.53.795aceite motor gasol. SAE 30Wgls0.01570.627grasa multiple EPlbs0.02100.22aguam30.2071.386mezcladora de concreto T. tambor 23HPmh0.8031.525.2vibradora de concreto 4HPmh0.8011.769.408herramientas manuales%MO0.05197.8569.8928504.47263050851639.5360491525

4.0ESTRUCTURA METALICA58193.4254329906

4.1POSTE DE ACEROUND10.00837.75836254248377.5836254237

Rendimiento: 2.00und

capatazhh2.0020.741.4soldadorhh4.0017.1768.68oficialhh4.0014.5658.24peonhh4.0013.1152.44Tubo cuadro 6" x 6" x 4.5mmml1.00325.17325.17Plancha 3/8"m20.30521.5418666667156.46256oxigenom30.55158.25acetilenokg0.603521electrodos 7018 - diametro 1/8"kg1.1013.135593220314.4491525424pintura base sincromatogal0.2861.516.9125pintura esmaltegal0.284111.275thiner acrlicogal0.831714.025equipo oxicortehm0.1718.753.12375maquina soldadorahm4.006.2525comprensora 80 lbshm2.006.2512.5herramientas manuales%MO0.04220.768.8304837.75836254248377.5836254237

4.2TIJERAL METALICO pza5.002160.517115765710802.5855788286

Rendimiento: 0.5pza

capatazhh8.0020.7165.6soldadorhh18.0017.17309.06oficialhh8.0014.56116.48peonhh8.0013.11104.88Fe corr 1/2" x 9mund24.1421.6101694915521.7175141243Fe corr 3/8" x 9mund17.4013.1355932203228.6177024482Angul 2"x3/16"mm x 6mund0.5563.983050847535.1906779661Plancha 1/4"m20.66347.69146229.4763636electrodos 6011 - diametro 5/32"kg11.0011.4406779661125.8474576271pintura base sincromatogal0.7561.546.125pintura esmaltegal0.754130.75thiner acrlicogal2.251738.25maquina soldadorahm18.006.25112.5comprensora 80 lbshm2.006.2512.5herramientas manuales%MO0.12696.0283.52242160.517115765710802.5855788286

4.3VIGUETAS TIPO 1ml186.0044.20886389838222.8486850848

Rendimiento: 50.00ml

capatazhh0.0420.70.828soldadorhh0.5017.178.585oficialhh0.2514.563.64peonhh0.2513.113.2775Angul 1"x1/8"mm x 6mund0.1814.762.706Fe corr 1/2" x 9mund0.8813.135593220311.6171186441electrodos 6011 - diametro 5/32"kg0.3711.44067796614.1949152542pintura base sincromatogal0.0361.51.69125pintura esmaltegal0.03411.24025thiner acrlicogal0.09171.54275maquina soldadorahm0.506.253.125comprensora 80 lbshm0.136.250.78125herramientas manuales%MO0.0616.33050.9798344.20886389838222.8486850848

4.3VIGUETAS TIPO 2ml186.0055.450078813610313.714659322


capatazhh0.0420.70.828soldadorhh0.6017.1710.302oficialhh0.2514.563.64peonhh0.2513.113.2775Angul 1"x1/8"mm x 6mund0.1814.762.706Fe corr 1/2" x 9mund1.3613.135593220317.8013559322electrodos 6011 - diametro 5/32"kg0.5511.44067796616.2923728814pintura base sincromatogal0.0361.51.99875pintura esmaltegal0.03411.3325thiner acrlicogal0.10171.6575maquina soldadorahm0.606.253.75comprensora 80 lbshm0.136.250.78125herramientas manuales%MO0.0618.04751.0828555.450078813610313.714659322

4.4VIGA DE CENTRALml31.0065.45318229762029.0486512241


capatazhh0.0420.70.828soldadorhh0.6017.1710.302oficialhh0.2514.563.64peonhh0.2513.113.2775Fe corr 3/8" x 9mund1.4113.135593220318.4628060264Angul 1"x1/8"mm x 6mund0.3714.765.412electrodos 6011 - diametro 5/32"kg0.8511.44067796619.7245762712pintura base sincromatogal0.0561.53.075pintura esmaltegal0.05412.05thiner acrlicogal0.15172.55maquina soldadorahm0.606.253.75comprensora 80 lbshm0.156.250.9375herramientas manuales%MO0.0818.04751.443865.45318229762029.0486512241

4.5TEMPLADORES DE FIERRO CORRUGADOml206.7010.49708869432169.7482331073


capatazhh0.0620.71.2017416546montajistahh0.0618.9351.0992743106soldadorhh0.0617.170.9968069666peonhh0.0913.111.1416545718Fe corr 3/8" x 9mml0.1213.13559322031.6054613936electrodos 6011 - diametro 5/32"kg0.0211.44067796610.2435364444pintura base sincromatogal0.0261.51.353pintura esmaltegal0.02410.9922thiner acrlicogal0.07171.2342maquina soldadorahm0.066.250.3628447025herramientas manuales%MO0.064.43947750360.266368650210.49708869432169.7482331073

4.6MONTAJE Y COLOCACIONund5.003255.579216277.896

Rendimiento: 1.00und

capatazhh12.0020.7248.4montajistahh42.0018.935795.27oficialhh42.0014.56611.52peonhh63.0013.11825.93Pernos 1/2"und32.001.6452.48andamios (6 cuerpos)gbl1.007575Gruahm1.00250250herramientas manuales%MO0.162481.12396.97923255.579216277.896

5.0COBERTURA13057.81445

5.1COBERTURADO CON FIBRAFORTEM2632.9020.631718201913057.81445


capatazhh0.0820.71.656montajistahh0.2018.9353.787oficialhh0.1014.561.456peonhh0.1013.111.311pernos autoperforantes #10M212.640.081.0112182019Fibrafortem21.001111herramientas manuales%MO0.058.210.410520.631718201913057.81445

6.0VARIOS821.00064

6.1LIMPIEZA FINAL DE OBRAM2640.000.49306.25

Rendimiento: 1.00gbl

peonhh0.1013.111.24545herramientas manualesm20.031.245450.03736351.2828135821.00064

COSTO DIRECTO89592.4655547009GASTOS GENERALES 12%12%10751.0958665641UTILIDAD 8%8%7167.3972443761

SUB TOTAL107510.958665641IGV (18% ST)19351.9725598154

TOTAL PRESUPUESTO126862.931225457

SON : CIENTO VEINTISEIS MIL OCHOCIENTOS SESENTA Y DOS Y 93/100 NUEVOS SOLES

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