Presupuestando con Construplan |
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Autor:
Juan Guillermo Consuegra
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Actividad
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U.M.
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Cant.
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Vr.Unitario
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Vr.Total
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| 1 CIMIENTOS Y CONCRETOS | ||||
| 1.1 EXCAVACION MANUAL |
M3
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10.49
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19,103.00
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200,390.00
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| 1.2 BASE RECEBO |
M3
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2.69
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19,726.00
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53,063.00
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| 1.3 ZAPATAS |
M3
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3.50
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209,840.00
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734,440.00
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| 1.4 VIGA AMARRE EN CONCRETO |
M3
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6.99
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232,349.00
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1,624,120.00
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| 1.5 REFUERZOS HIERRO 60000 FG |
TN
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0.59
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932,742.00
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550,318.00
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| 1.6 COLUMNAS |
M3
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2.19
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280,687.00
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614,705.00
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| 1.7 VIGAS AMARRE CONCRETO (confinamiento) |
M3
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7.60
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279,802.00
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2,126,495.00
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| Total CIMIENTOS Y CONCRETOS |
5,903,531.00
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| 2 DESAGUES | ||||
| 2.1 EXCAVACION MANUAL |
M3
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11.45
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19,103.00
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218,729.00
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| 2.2 TUBERIA DE GRES 4" |
ML
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65.83
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8,141.00
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535,922.00
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| 2.3 TUBERIA DE GRES 6" |
ML
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21.64
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11,650.00
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252,106.00
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| 2.4 ACCESORIOS DE GRES 4" |
UN
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6.00
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7,386.00
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44,316.00
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| 2.5 CAJAS INSPECCION 40 x 40 |
UN
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6.00
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61,667.00
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370,002.00
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| Total DESAGUES |
1,421,075.00
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| 3 MAMPOSTERIA Y PISOS | ||||
| 3.1 MURO PRENSADO S.FE 0.12 |
M2
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279.22
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21,155.00
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5,906,899.00
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| 3.2 RELLENOS RECEBO |
M3
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161.02
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21,225.00
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3,417,650.00
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| 3.3 PLACA BASE CONCRETO 0.10 |
M2
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805.11
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19,112.00
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15,387,262.00
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| Total MAMPOSTERIA Y PISOS |
24,711,811.00
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| 4 INSTALACIONES Y CARPINTERIA | ||||
| 4.1 TABLERO PARCIALES 12 CIRC |
UN
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1.00
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199,846.00
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199,846.00
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| 4.2 PUERTAS LAMINA |
M2
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17.50
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70,856.00
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1,239,980.00
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| 4.3 REFLECTOR DE PISO 400 W |
UN
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9.00
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293,209.00
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2,638,881.00
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| 4.4 TUBERIA CN 1" INCRUST |
Ml
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92.34
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6,184.00
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571,031.00
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| 4.5 CABLE Cu No. 10 AWG |
ML
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274.59
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1,943.00
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533,528.00
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| Total INSTALACIONES Y CARPINTERIA |
5,183,266.00
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| 5 GASTOS GENERALES - PERSONAL | ||||
| 5.1 RESIDENTE DE OBRA |
SM
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7.00
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423,643.00
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2,965,501.00
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| 5.2 CELADOR - ALMACENISTA |
SM
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10.00
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150,272.00
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1,502,720.00
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| 5.3 INSPECTOR |
SM
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10.00
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287,675.00
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2,876,750.00
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| Total GASTOS GENERALES - PERSONAL |
7,344,971.00
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| 6 GASTOS GENERALES - INSTALACIONES | ||||
| 6.1 CAMPAMENTO 9 M2 |
UN
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0.70
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340,936.00
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238,655.00
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| 6.2 LETRINA 2.00x1.00 |
UN
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1.00
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424,200.00
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424,200.00
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| Total GASTOS GENERALES - INSTALACIONES |
662,855.00
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| 7 GASTOS GENERALES - EQUIPOS | ||||
| 7.1 BARRAS |
UN
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2.00
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22,000.00
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44,000.00
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| 7.2 CANECA 55 GL |
UN
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2.00
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12,000.00
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24,000.00
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| 7.3 BATEAS |
UN
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2.00
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7,900.00
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15,800.00
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| 7.4 BALDES 5 GL |
UN
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2.00
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1,100.00
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2,200.00
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| 7.5 CARRETILLAS |
UN
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1.00
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24,990.00
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24,990.00
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| 7.6 ANDAMIO TUBULAR SECCION |
SM
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16.00
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812.00
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12,992.00
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| 7.7 PLANCHON PARA ANDAMIO |
ML
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12.00
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1,400.00
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16,800.00
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| 7.8 TABLA PARA ANDAMIO |
ML
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12.00
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1,900.00
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22,800.00
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| Total GASTOS GENERALES - EQUIPOS |
163,582.00
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| 8 GASTOS GENERALES - VARIOS | ||||
| 8.1 MOBILIARIO OFICINA |
UN
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1.00
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30,000.00
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30,000.00
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| 8.2 CONSUMOS DE OFICINA |
UN
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1.00
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2,000.00
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20,000.00
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| Total GASTOS GENERALES - VARIOS |
50,000.00
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| TOTAL OBRA |
45,441,091.00
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| 9. IMPREVISTOS Y UTILIDADES | ||||
| 9.1 IMPREVISTOS |
UN
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1.00
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744,934.00
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| 9.2 UTILIDADES |
UN
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1.00
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3,721,968.00
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| Total IMPREVISTOS Y UTILIDADES |
4,466,362.00
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| TOTAL OBRA |
49,907,453.00
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