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nHoja3 ""���8� �#4ACERO EN CIMIENTOS REFORZADOS Costo por KG =CODIGOIUHABILITACION Y COLOCACIONUNIDAD Cantidad P.Unitario� ���������� T.Parcial TOTAL10-000004Rendimto= 180 KG/D Unidad = KGEcuaci n =00.2 CpB + 1.0 Op + 1.0 Of + Pe = 180 KG/D Jornada =� 8 HorasMANO de OBRA(CAPATAZ HH(OFICIAL (OPERARIO EQUIPO(CIZALLA FE CONSTRUCCION MANUAL HASTA 1" HM(HERRAMIENTAS MANUALES(% MANO DE OBRA) MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =210 KG/CM210-000230 M3(ADITIVO CHEMA PLAST 245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�DE ARCILLA10-000134 1450 UN/Di/0.1 CpB + 1.0 Op + 1.0 Of +9.0 Pe = 1450 UN/Di(LADR.ARCILLA HUECO 15 15X30X30 CM (LADRILLO PARA TECHO 15X30X3Ocm(SEMISOTAN10-000120 1650 UN/Di/0.1 CpB + 1.0 Op + 1.0 Of +9.0 Pe = 1650 UN/Di(LADRILLO PARA TECHO 15X30X3Ocm.(1erPISO)10-000054 1700 UN/Di/0.1 CpB + 1.0 Op + 1.0 Of +<�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
245 KG/CM210-000231(CONCRETO COLUMNA F'C = 210 (1er PISO)10-000027 10 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10 M3/Dia (OPERADOR (MEZCLADORA CONCRETO TAMBOR 16P3 20-35HP (VIBRADOR DE CONCRETO GASOLIONA 5 HP (ARENA GRUESA M3(ACEITE M. 30O (AGUA (CEMENTO PORTLAND TIPO I PUESTO EN BL(PIEDRA CHANCADA DE 1/2 (GASOLINA 84 OCTANOS (GRASA POTE 200 GR UN(CONCRETO COLUMNA F'C = 210 (2do PISO)10-000028 9.8 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.8 M3/Dia(CONCRETO COLUMNA F'c = 210 (3er PISO)10-000085 11.4 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11.4 M3/Di(MEZCLADORA CONCRETO 9 A 11 P3- 20 HP (VIBRADOR DE CONCRETO GASOL 1"-18PL-4HP (TEE SANITARIA DOBLE DESAGUE 1 1/2" (PIEDRA CHANCADA 1/2 (CONCRETO COLUMNA F'c = 210 (4to PISO)10-000088 11 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 11 M3/Dia (CONCRETO COLUMNA F'c = 210 (5to PISO)10-000091 10.6 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.6 M3/Di(CONCRETO COLUMNA F'c = 210 (6to PISO)10-000094 10.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 10.2 M3/Di(CONCRETO COLUMNA F'c = 210 (7mo PISO)10-000097CONCRETO COLUMNA (1er PISO)F'C 210 KG/CM210-00002900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/Dia 10-000030 10 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 10 M3/D 10-000031(CONCRETO COLUMNA F'C 280Kg/Cm2(1er PISO)10-000082(CONCRETO COLUMNA F'C 280Kg/Cm2(2do PISO)10-000083(CONCRETO COLUMNA F'C 280Kg/Cm2(3er PISO)10-000203(CONCRETO COLUMNA F'C 280Kg/Cm2(SEMISOTAN10-000080CONCRETO DE VIGAS FC=210 KG/CM210-000034(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�
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MATERIALES(ALAMBRE NEGRO # 8 KG(FIERRO CORRUGADO PROMEDIO ACERO EN CISTERNA10-000005ACERO EN COLUMNAS10-000014ACERO EN COLUMNAS (1er PISO)HABILITACION10-000001 280 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 280 KG/DiaACERO EN COLUMNAS (2do PISO)10-000002 270 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270 KG/DiaACERO EN COLUMNAS (3er PISO)10-000084 250 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 KG/Dia(ALAMBRE NEGRO # 16 ACERO EN COLUMNAS (4to PISO)10-000087 245 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 KG/DiaACERO EN COLUMNAS (5to PISO)10-000090 240 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 KG/DiaACERO EN COLUMNAS (6to PISO)10-000093 235 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 KG/DiaACERO EN ESCALERAS10-000006ACERO EN ESCALERAS (1er PISO)10-000181ACERO EN ESCALERAS (2do PISO)10-000184 265 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 KG/DiaACERO EN ESCALERAS (3er PISO)10-000187 260 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 260 KG/DiaACERO EN ESCALERAS (4to PISO)10-000190 255 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 KG/DiaACERO EN ESCALERAS (5to PISO)10-000193ACERO EN ESCALERAS (6to PISO)10-000196ACERO EN ESCALERAS (SEMISOTANO)10-000178ACERO EN LOSA ALIGERADA10-000025"ACERO EN LOSA ALIGERADA (1er PISO)10-000022"ACERO EN LOSA ALIGERADA (2do PISO)10-000023"ACERO EN LOSA ALIGERADA (3er PISO)10-000121"ACERO EN LOSA ALIGERADA (4to PISO)10-000123"ACERO EN LOSA ALIGERADA (6to PISO)10-000131"ACERO EN LOSA ALIGERADA (7mo PISO)10-000135$ACERO EN LOSA ALIGERADA (SEMISOTANO) por Kg =10-000117 265 Kg/Dia Kg00.1 CpA + 1.0 Op + 1.0 Of + Pe = 265 Kg/Dia!ACERO EN LOSA ALIGERADA 5to PISO)10-000127ACERO EN LOSA MACIZA (1er PISO)10-000142 270KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 270KG/Dia ACERO EN LOSA MACIZA (2do PISO)10-000145ACERO EN LOSA MACIZA (3er PISO)10-000148ACERO EN LOSA MACIZA (4to PISO)10-000151ACERO EN LOSA MACIZA (5to PISO)10-000154ACERO EN LOSA MACIZA (6to PISO)10-000157ACERO EN LOSA MACIZA (7mo PISO)10-000160!ACERO EN LOSA MACIZA (SEMISOTANO)10-000139ACERO EN MUROS DE CONTENCION10-000008(a mano)0.2cap"B"+1op+1of. 200 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 200 KG/D ACERO EN MUROS PERIMETRALES10-000009ACERO EN PLACAS (1er PISO)10-000060ACERO EN PLACAS (2do PISO)10-000061ACERO EN PLACAS (3er PISO)10-000062 150 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/D ACERO EN PLACAS (4to PISO)10-000166ACERO EN PLACAS (5to PISO)10-000169ACERO EN PLACAS (6to PISO)10-000172ACERO EN PLACAS (7mo PISO)10-000175ACERO EN PLACAS (8vo PISO)10-000024 220 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 220 KG/DiaACERO EN PLACAS (SEMISOTANO)10-000163ACERO EN PLACAS PARA MUEBLES10-000069 180 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 180 KG/DiaACERO EN POZA DE DECANTACION10-000071 250KG/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250KG/Dia ACERO EN PUENTES/PONTONES10-000262ACERO EN SOBRECIMIENTOS10-000010ACERO EN TABIQUES (1er PISO)10-000268 275 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 275 KG/DiaACERO EN TABIQUES (2do PISO)10-000269ACERO EN TABIQUES (3er PISO)10-000270ACERO EN TABIQUES (4to PISO)10-000271ACERO EN TABIQUES (5to PISO)10-000272ACERO EN TABIQUES (6to PISO)10-000273 234 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 234 KG/DiaACERO EN TABIQUES (7mo PISO)10-000274 228 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 228 KG/DiaACERO EN TABIQUES (8vo PISO)10-000275 225 KG/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 225 KG/DiaACERO EN TANQUE ELEVADO10-000011ACERO EN TECHO BLOCK DE VIDRIO10-000074 150 KG/Dia00.2 CpB + 1.0 Op + 1.0 Of + Pe = 150 KG/DiaACERO EN VIGASA UNA ALTURA H=15 Mt10-000019(a mano)0.2cap"B"+1op+1of+1pe 200 Kg/D /0.2 CpB + 1.0 Op + 1.0 Of +1.0 Pe = 200 Kg/D (PEON (ANDAMIOS METALICOS ACERO EN VIGAS (1er PISO)10-000017 280 Kg/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 280 Kg/DiaACERO EN VIGAS (2do PISO)10-000021 250 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 250 Kg/DiaACERO EN VIGAS (3er PISO)10-000102 255 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 255 Kg/DiaACERO EN VIGAS (4to PISO)10-000105ACERO EN VIGAS (5to PISO)10-000108 245 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 245 Kg/DiaACERO EN VIGAS (6to PISO)10-000111 240 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 240 Kg/DiaACERO EN VIGAS (7mo PISO)10-000114 235 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 235 Kg/DiaACERO EN VIGAS (8vo PISO)10-000292 230 Kg/Dia00.1 CpA + 1.0 Op + 1.0 Of + Pe = 230 Kg/DiaACERO EN VIGAS (SEMISOTANO)10-000099ACERO EN VIGAS DECIMENTACION10-000012ACERO EN ZAPATAS10-000013 300 KG/D 00.2 CpB + 1.0 Op + 1.0 Of + Pe = 300 KG/D (ADITIVO DESMOLDEADOR PARA ENCOFRADOS TIP por M2 =O CARAVISTA10-000229 M2%0.1 CpA + 0.0 Op + 1.0 Of +0.0 Pe = (ADITIVO DESMOLDEADOR CHEMA EB GL'ADITIVO PLASTIFICANTE PARA CONCRETO F'C por M3 =
(c/equipo) 20 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/D (WINCHE DE 2 TAMBORES Y 37 HP 10-00003510-000036CONCRETO EN PUENTES/PONTONES< 10-000263 8 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 8 M3/Dia (CONCRETO EN VIGAS F'C = 210 (2do PISO)10-000033 19.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19.5 M3/Di(CONCRETO ESCALERA FC=210KG/CM2 (1erPISO)10-000182c/equipo(VIBRADOR DE CONCRE.GASOL.2.4"-18PL-4HP (ARENA GRUESA DE CANTERA (CONCRETO ESCALERA FC=210KG/CM2(2do PISO)10-000185 9.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(3er PISO)10-000188 9 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 9 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(4to PISO)10-000191 8.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(5to PISO)10-00019400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(6to PISO)10-000197 7.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7.5 M3/Dia(CONCRETO ESCALERA FC=210KG/CM2(7mo PISO)10-000200 7 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 7 M3/Dia (CONCRETO ESCALERA FC=210KG/CM2(8vo PISO)10-000296 6.5 M3/Dia00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6.5 M3/Dia(CEMENTO PORTLAND TIPO I "SOL" (CONCRETO ESCALERA FC=210KG/CM2(SEMISOTAN10-000179(CONCRETO F-C 175 KG/CM2 EN LOSAS MACIZASMEZCLA CEMENTO:HORMIGON10-000176 15 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 15 M3/Dia (MEZCLADORA CONCRETO TAMBOR11P3-18 HP (VIBRADOR DE CONCRE.GASOL.11/2-18PL-4HP (HORMIGON %CONCRETO F-C 175 KG/CM2 PARA COLUMNAS10-000213 16 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 16 M3/Dia "CONCRETO F'C 175 KG/CM2 PARA LOSAS!DEPORTIVA e = 0.10 cm.INC. U A DE10-000253ANCLAJE00.1 CpA + 2.0 Op + 1.0 Of +12.0 Pe = 8 M3/Dia "CONCRETO F-C 175 KG/CM2 PARA VIGAS10-000115 18 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 18 M3/Dia $CONCRETO F-C 175 KG/CM2 PARA ZAPATAS10-000026 24 M3/Dia /0.1 CpB + 2.0 Op + 1.0 Of +8.0 Pe = 24 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (1er PISO)10-000057 26 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 26 M3/Dia (CONCRETO LOSA ALIGERA F'c=210 (3er PISO)10-000059 23.5 M3/D 00.2 CpB + 2.0 Op + 2.0 Of +12.0 Pe = 23.5 M3/D (WINCHE DE ELEVADOR ELEC. DE 2 BALDES CONCRETO LOSA ALIGERADAF'c=210 (2do PISO)10-000058 25 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +13.0 Pe = 25 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (1er PISO)10-000063 16 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (2do PISO)10-00006400.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 15 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (3er PISO)10-000065 14.5 M3/D 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/D (CONCRETO PLACAS FC=210 KG/CM2 (4to PISO)10-000167 14 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (5to PISO)10-000170 13.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13.5 M3/Di(CONCRETO PLACAS FC=210 KG/CM2 (6to PISO)10-000173 13 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 13 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (8vo PISO)10-000295 12 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 12 M3/Dia (CONCRETO PLACAS FC=210 KG/CM2 (SEMISOTAN10-000164 15.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.5 M3/Di'CONCRETO PLACAS FC=210 KG/CM2 P/Muebles10-00007000.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16 M3/Dia CONCRETO POSA DE DECANTACION10-000072(CONCRETO TABIQUES F=210KG/CM2 (1er PISO)10-000276(CONCRETO TABIQUES F=210KG/CM2 (2do PISO)10-000277(CONCRETO TABIQUES F=210KG/CM2 (3er PISO)10-000278 15.3 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15.3 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (4to PISO)10-00027900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 15 M3/Dia (CONCRETO TABIQUES F=210KG/CM2 (5to PISO)10-000280 14.7 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.7 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (6to PISO)10-000281 14.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.5 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (7to PISO)10-000282 14.2 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 14.2 M3/Di(CONCRETO TABIQUES F=210KG/CM2 (8vo PISO)10-000283CONCRETO TECHO BLOCK DE VIDRIO10-000076 20 M3/Dia 00.3 CpA + 3.0 Op + 2.0 Of +12.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (1er PISO)10-00003200.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 20 M3/Dia &CONCRETO VIGAS F'c = 210 (2do PISO)10-000118&CONCRETO VIGAS F'c = 210 (3er PISO)10-000103 19 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 19 M3/Dia &CONCRETO VIGAS F'c = 210 (4to PISO)10-000106 18.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18.5 M3/Di&CONCRETO VIGAS F'c = 210 (5to PISO)10-00010900.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 18 M3/Dia &CONCRETO VIGAS F'c = 210 (6to PISO)10-000112 17.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 17.5 M3/Di&CONCRETO VIGAS F'c = 210 (8vo PISO)10-000293 16.5 M3/Di00.2 CpB + 2.0 Op + 1.0 Of +10.0 Pe = 16.5 M3/Di'CONCRETO VIGAS F'c = 210 (SEMISOTANO)10-000100(PIEDRA CHANCADA 1/2 DE CANTERA $CONCRETO VIGAS F'c = 210 (1er PISO)10-000266�DREN EN MUROS por UN =10-000015 12 UN/Dia UN00.2 CpB + 1.0 Op + 1.0 Of + Pe = 12 UN/Dia (MATERIAL GRANULAR S.Ala-Atb AASHTO (TUBO TIPO PESADO 4"x3m PARA DESAGUE (ENCOFRADO / DESENCOFR COLUMNA (1er PISO)CON MADERA TORNILLO EN BRUTO10-000042 10 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CLAVOS DE 2 A 4 (MADERA TORNILLO LARGA P2(ENCOFRADO / DESENCOFR COLUMNA (2do PISO)10-000043 9.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (3er PISO)10-000086 9 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia (CLAVOS C/C 3 1/2 9 BWG (MADERA (ENCOFRADO / DESENCOFR COLUMNA (4to PISO)10-000089 8.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.8 M2/Dia(ENCOFRADO / DESENCOFR COLUMNA (5to PISO)10-000092 9.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.6 M2/D (ENCOFRADO / DESENCOFR COLUMNA (6to PISO)10-000095 8.4. M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4. M2/Di(ENCOFRADO / DESENCOFR COLUMNA (7mo PISO)10-000098 8.2 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.2 M2/Dia&ENCOFRADO / DESENCOFR PUENTES/PONTONES10-000264 7 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (2do PISO)CON MADERA TORNILLO10-000048 8.6 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.6 M2/D (ENCOFRADO / DESENCOFRA VIGAS (3er PISO)10-000104 8.4 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.4 M2/Dia(CLAVOS C/C 3 10 BWG (MADERA TORNILLO EN BRUTO (ENCOFRADO / DESENCOFRA VIGAS (4to PISO)10-000107(ENCOFRADO / DESENCOFRA VIGAS (5to PISO)10-000110 8 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8 M2/Dia (ENCOFRADO / DESENCOFRA VIGAS (6to PISO)10-000113 7.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.8 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (7mo PISO)10-000116 7.6 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.6 M2/Dia(ENCOFRADO / DESENCOFRA VIGAS (8vo PISO)10-000297'ENCOFRADO / DESENCOFRA VIGAS (1er PISO)10-000047 9 M2/D 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/D (ENCOFRADO / DESENCOFRA VIGAS (SEMISOTANO10-000101ENCOFRADO COLUMNASMADERA TORNILLO10-00003700.1 CpC + 1.0 Op + 1.0 Of + Pe = 10 M2/D (CAPATAZ CLASE "C" 10-000038!ENCOFRADO DE ESCALERAS (1er PISO)(INCLUYE DESENCOFRADO)10-000183 6 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6 M2/Dia !ENCOFRADO DE ESCALERAS (2do PISO)10-000186 5.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.8 M2/Dia!ENCOFRADO DE ESCALERAS (3er PISO)10-000189 5.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.5 M2/Dia!ENCOFRADO DE ESCALERAS (4to PISO)10-000192 5.2 M2/Dia< 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5.2 M2/Dia!ENCOFRADO DE ESCALERAS (5to PISO)10-000195 5 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 5 M2/Dia !ENCOFRADO DE ESCALERAS (6to PISO)10-000198 4.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4.5 M2/Dia!ENCOFRADO DE ESCALERAS (7mo PISO)10-000201 4 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 4 M2/Dia !ENCOFRADO DE ESCALERAS (8vo PISO)10-000041 3.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 3.8 M2/Dia#ENCOFRADO DE ESCALERAS (SEMISOTANO)10-000180ENCOFRADO POZA DE DECANTACION10-00007300.1 CpC + 1.0 Op + 1.0 Of + Pe = 9 M2/Dia #ENCOFRADO Y DESENCOFRADO DE COLUMNA%(TIPICA) CON MADERA TORNILLO EN BRUTO10-00004410-00004510-000046!ENCOFRADO Y DESENCOFRADO DE VIGAS10-00004910-00005010-000051(ENCOFRADO/DESEN LOSA ALIGERAD (SEMISOTAN10-000119 14.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 14.5 M2/Di(CLAVOS C/C 2 1/2 11 BWG (ENCOFRADO/DESEN LOSA ALIGERADA (1er PISOMADERA TORNILLO EN BRUTO10-000052NO INCLUYE FRISO 15 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 15 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (2do PISO10-000053(ENCOFRADO/DESEN LOSA ALIGERADA (3er PISO10-000122 13.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (4to PISO10-000125 13 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 13 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (5to PISO10-000129 12.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (6to PISO10-000133 12 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 12 M2/Dia (ENCOFRADO/DESEN LOSA ALIGERADA (7mo PISO10-000137 11.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 11.5 M2/Di(ENCOFRADO/DESEN LOSA ALIGERADA (8vo PISO10-000251 11 M2/Dia 00.1 CpA + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia (ALAMBRE # 08 &ENCOFRADO/DESEN LOSA MACIZA (1er PISO)10-000144&ENCOFRADO/DESEN LOSA MACIZA (2do PISO)10-000147&ENCOFRADO/DESEN LOSA MACIZA (3er PISO)10-00015000.1 CpB + 1.0 Op + 1.0 Of + Pe = 11 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (4to PISO)10-000153 10.5 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10.5 M2/Di&ENCOFRADO/DESEN LOSA MACIZA (5to PISO)10-000156 10 M2/Dia 00.1 CpB + 1.0 Op + 1.0 Of + Pe = 10 M2/Dia &ENCOFRADO/DESEN LOSA MACIZA (6to PISO)10-000159 9.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.5 M2/Dia&ENCOFRADO/DESEN LOSA MACIZA (7mo PISO)10-000162(ENCOFRADO/DESEN LOSA MACIZA (SEMISOTANO)10-000141"ENCOFRADO/DESEN TECHO BLOCK VIDRIO10-000075'ENCOFRADO/DESENCOF DE PLACAS (1er PISO)10-000066'ENCOFRADO/DESENCOF DE PLACAS (2do PISO)10-000067 9 M2/Di00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9 M2/Di'ENCOFRADO/DESENCOF DE PLACAS (3er PISO)10-000068 8.5 M2//0.1 CpB + 1.0 Op + 1.5 Of +1.0 Pe = 8.5 M2/'ENCOFRADO/DESENCOF DE PLACAS (4to PISO)10-000168(MADERA TORNILLO CEPILLADO 'ENCOFRADO/DESENCOF DE PLACAS (5to PISO)10-000171 7.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 7.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (6to PISO)10-000174'ENCOFRADO/DESENCOF DE PLACAS (7mo PISO)10-000177 6.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 6.5 M2/Dia'ENCOFRADO/DESENCOF DE PLACAS (8vo PISO)10-000040(ENCOFRADO/DESENCOF DE PLACAS (SEMISOTANO10-000165(ENCOFRADO/DESENCOF DE TABIQUE (1er PISO)10-000284(ENCOFRADO/DESENCOF DE TABIQUE (2do PISO)10-000285 9.8 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.8 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (3er PISO)10-000286(ENCOFRADO/DESENCOF DE TABIQUE (4to PISO)10-000287 9.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 9.3 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (5to PISO)10-000288(ENCOFRADO/DESENCOF DE TABIQUE (6to PISO)10-000289(ENCOFRADO/DESENCOF DE TABIQUE (7mo PISO)10-000290 8.5 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.5 M2/Dia(ENCOFRADO/DESENCOF DE TABIQUE (8vo PISO)10-000291 8.3 M2/Dia00.1 CpB + 1.0 Op + 1.0 Of + Pe = 8.3 M2/Dia(ENCOFRADO/DESENCOFR COLUMNA (SEMISOTANO)10-000081 INYECCION DE CONCRETO F'C = 210!CON EL USO DE EQUIPO NEUMATICO DE10-000298COMPRESION DE AIRE COMPRIMIDOCON PRESION DE 14 Kg/cm2 6 M3/Dia 00.2 CpB + 2.0 Op + 1.0 Of +12.0 Pe = 6 M3/Dia ##(########################################JUNTAS DE EXPANSION EN MUROS por ML =10-000016 15 ML/Dia ML00.2 CpB + 1.0 Op + 1.0 Of + Pe = 15 ML/Dia (MASTIC ASFALTICO 'LADRILLO PARA TECHO 15X30X3Ocm(6toPISO)�