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| | | | 1 | | | DO1.PCCNTR.1096522 ContractData Container |
| | | 1.1 | | | | | | | | | | 10,560,305.31 | 0.00 | 0.00 | 0.00 | 10,639,573.66 | 10,560,305.31 |
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| | | | | | | 28 | | 2.7.1.2.01 | EXCAVACIÓN DE ZAPATA DE MUROS | 8 | M3 | 1,600 | 1,600 | 12,800.00 | | 0.00 | | | 0.00 | | 0.00 | 12,800.00 | 12,800.00 | |
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| | | | | | | 29 | | 2.7.1.2.01 | CONFECCIÓN DE VIGAS DE ARROSTRAMIENTO | 2 | M3 | 21,200 | 21,200 | 42,400.00 | | 0.00 | | | 0.00 | | 0.00 | 42,400.00 | 42,400.00 | |
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| | | | | | | 30 | | 2.7.1.2.01 | REPOSICIÓN CON MATERIAL DE MINA Y COMPACTADOS | 2 | M3 | 780 | 780 | 1,560.00 | | 0.00 | | | 0.00 | | 0.00 | 1,560.00 | 1,560.00 | |
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| | | | | | | 31 | | 2.7.1.2.01 | CONFECCIÓN DE LOSA DE ENTREPISO PARA (2) MODULO | 18 | M3 | 14,900 | 14,900 | 268,200.00 | | 0.00 | | | 0.00 | | 0.00 | 268,200.00 | 268,200.00 | |
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| | | | | | | 32 | | 2.7.1.2.01 | REPLANTEO SUMINISTRO Y COLOCACIÓN DE BLOQUE DE 6¨ | 309 | M2 | 1,530 | 1,530 | 472,770.00 | | 0.00 | | | 0.00 | | 0.00 | 472,770.00 | 472,770.00 | |
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| | | | | | | 33 | | 2.7.1.2.01 | PAÑETE DE MUROS | 639 | M2 | 390 | 390 | 249,210.00 | | 0.00 | | | 0.00 | | 0.00 | 249,210.00 | 249,210.00 | |
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| | | | | | | 34 | | 2.7.1.2.01 | FRAGUACHE | 7 | M2 | 187 | 187 | 1,309.00 | | 0.00 | | | 0.00 | | 0.00 | 1,309.00 | 1,309.00 | |
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| | | | | | | 35 | | 2.7.1.2.01 | RELLENO DE ALMA DE COLUMNAS CON MORTERO | 17 | M3 | 4,200 | 4,200 | 71,400.00 | | 0.00 | | | 0.00 | | 0.00 | 71,400.00 | 71,400.00 | |
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| | | | | | | 36 | | 2.7.1.2.01 | PINTURA DE EDIFICACIÓN | 639 | M2 | 190 | 190 | 121,410.00 | | 0.00 | | | 0.00 | | 0.00 | 121,410.00 | 121,410.00 | |
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| | | | | | | 37 | | 2.7.1.2.01 | SUMINISTROS Y CONFECCIÓN DEL ARMAZÓN DE ESTRUCTURA METÁLICA, INCLUYENDO VIDA H DIFERENTE CALIBRE TOLA DE ACERO GALVANIZADOS CON DIFERENTES DIMENSIONES Y VARIOS MATERIALES MAS (2) TORRES. | 1 | UD | 980,000 | 980,000 | 980,000.00 | | 0.00 | | | 0.00 | | 0.00 | 980,000.00 | 980,000.00 | |
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| | | | | | | 38 | | 2.7.1.2.01 | REMOCIÓN DE CAPA VEGETAL | 1,480 | M2 | 45 | 45 | 66,600.00 | | 0.00 | | | 0.00 | | 0.00 | 66,600.00 | 66,600.00 | |
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| | | | | | | 39 | | 2.7.1.2.01 | REPOSICIÓN CON MATERIAL DE MINA | 393 | M3 | 630 | 630 | 247,590.00 | | 0.00 | | | 0.00 | | 0.00 | 247,590.00 | 247,590.00 | |
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| | | | | | | 40 | | 2.7.1.2.01 | MURO PERIMETRAL A 1.80 M DE ALTO Y 2.59 M DE BASE CONFECCIONADO CON MATERIAL DE MINA | 1,380 | M3 | 630 | 630 | 869,400.00 | | 0.00 | | | 0.00 | | 0.00 | 869,400.00 | 869,400.00 | |
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| | | | | | | 41 | | 2.7.1.2.01 | TUBO DE METAL PARA PROTECCIÓN CON GOMA | 125 | UD | 6,050 | 6,050 | 756,250.00 | | 0.00 | | | 0.00 | | 0.00 | 756,250.00 | 756,250.00 | |
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| | | | | | | 42 | | 2.7.1.2.01 | SUMINISTRO Y COLOCACIÓN DE GOMA DE VEHÍCULO | 1,000 | UD | 95 | 95 | 95,000.00 | | 0.00 | | | 0.00 | | 0.00 | 95,000.00 | 95,000.00 | |
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| | | | | | | 43 | | 2.7.1.2.01 | SUMINISTRO DE ARENA ITABO PARA LLENAR GOMAS | 189 | M3 | 1,200 | 1,200 | 226,800.00 | | 0.00 | | | 0.00 | | 0.00 | 226,800.00 | 226,800.00 | |
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| | | | | | | 44 | | 2.7.1.2.01 | REMOCIÓN DE CAPA VEGETAL | 3,000 | M2 | 45 | 45 | 135,000.00 | | 0.00 | | | 0.00 | | 0.00 | 135,000.00 | 135,000.00 | |
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| | | | | | | 45 | | 2.7.1.2.01 | EXCAVACIÓN DE ZAPATA PARA POSTE | 3 | M3 | 1,800 | 1,800 | 5,400.00 | | 0.00 | | | 0.00 | | 0.00 | 5,400.00 | 5,400.00 | |
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| | | | | | | 46 | | 2.7.1.2.01 | COLOCACIÓN DE HORMIGÓN EN ZAPATA | 1 | M3 | 9,800 | 9,800 | 9,800.00 | | 0.00 | | | 0.00 | | 0.00 | 9,800.00 | 9,800.00 | |
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| | | | | | | 47 | | 2.7.1.2.01 | REPOSICIÓN DE MATERIALES EN ZAPATA | 0.45 | M3 | 798 | 798 | 359.10 | | 0.00 | | | 0.00 | | 0.00 | 359.10 | 359.10 | |
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| | | | | | | 48 | | 2.7.1.2.01 | ESTRUCTURA DE ASCENSO CON GUINDOLA | 1 | UD | 34,210 | 34,210 | 34,210.00 | | 0.00 | | | 0.00 | | 0.00 | 34,210.00 | 34,210.00 | |
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| | | | | | | 49 | | 2.7.1.2.01 | AVANCE SUSPENDIDO CON BARRA | 1 | UD | 37,730 | 37,730 | 37,730.00 | | 0.00 | | | 0.00 | | 0.00 | 37,730.00 | 37,730.00 | |
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| | | | | | | 50 | | 2.7.1.2.01 | OBSTÁCULO DE BARRA (3) | 1 | UD | 17,820 | 17,820 | 17,820.00 | | 0.00 | | | 0.00 | | 0.00 | 17,820.00 | 17,820.00 | |
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| | | | | | | 51 | | 2.7.1.2.01 | OBSTÁCULO DE ASCENSO POR CUERDA | 1 | UD | 22,385 | 22,385 | 22,385.00 | | 0.00 | | | 0.00 | | 0.00 | 22,385.00 | 22,385.00 | |
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| | | | | | | 52 | | 2.7.1.2.01 | OBSTÁCULO DE AVANCE RANEADO | 1 | UD | 15,345 | 15,345 | 15,345.00 | | 0.00 | | | 0.00 | | 0.00 | 15,345.00 | 15,345.00 | |
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| | | | | | | 53 | | 2.7.1.2.01 | OBSTÁCULO DE AVANCE CON BARRA CON DIFERENTE DE ALTURA | 1 | UD | 21,450 | 21,450 | 21,450.00 | | 0.00 | | | 0.00 | | 0.00 | 21,450.00 | 21,450.00 | |
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| | | | | | | 54 | | 2.7.1.2.01 | DIRECCION TECNICA DE LA OBRA 10% | 1 | UD | 880,759.41 | 880,759.41 | 880,759.41 | | 0.00 | | | 0.00 | | 0.00 | 880,759.41 | 880,759.41 | |
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| | | | | | | 55 | | 2.7.1.2.01 | SEGUROS Y FIANZAS 2% | 1 | UD | 176,151.88 | 176,151.88 | 176,151.88 | | 0.00 | | | 0.00 | | 0.00 | 176,151.88 | 176,151.88 | |
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| | | | | | | 56 | | 2.7.1.2.01 | TRANSPORTE 2% | 1 | UD | 176,151.88 | 176,151.88 | 176,151.88 | | 0.00 | | | 0.00 | | 0.00 | 176,151.88 | 176,151.88 | |
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| | | | | | | 57 | | 2.7.1.2.01 | FONDO DE PENSIONES DE LOS TRABAJADORES DE LA CONSTRUCCIÓN (FOPETCONS) 1% | 1 | UD | 88,075.94 | 88,075.94 | 88,075.94 | | 0.00 | | | 0.00 | | 0.00 | 88,075.94 | 88,075.94 | |
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| | | | | | | 58 | | 2.7.1.2.01 | IMPREVISTOS 3% | 1 | UD | 264,227.82 | 264,227.82 | 264,227.82 | | 0.00 | | | 0.00 | | 0.00 | 264,227.82 | 264,227.82 | |
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| | | | | | | 59 | | 2.7.1.2.01 | COLEGIO DOMINICANO DE INGENIEROS, ARQUITECTOS Y AGRIMENSORES(CODIA) 1% | 1 | UD | 88,075.94 | 8,807.59 | 8,807.59 | | 0.00 | | | 0.00 | | 0.00 | 88,075.94 | 8,807.59 | |
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| | | | | | | 59 | | 2.7.1.2.01 | ITBIS (NORMA 0707) | 1 | UD | 158,536.69 | 158,536.69 | 158,536.69 | | 0.00 | | | 0.00 | | 0.00 | 158,536.69 | 158,536.69 | |
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| | | | | | | 1 | | 2.7.1.2.01 | EXCAVACIÓN DE ZAPATA DE MURO (0.5 X 0.60) | 67 | M3 | 1,800 | 1,800 | 120,600.00 | | 0.00 | | | 0.00 | | 0.00 | 120,600.00 | 120,600.00 | |
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| | | | | | | 2 | | 2.7.1.2.01 | EXCAVACIÓN DE ZAPATA DE LAS COLUMNAS EN ROSCA | 107 | M3 | 1,600 | 1,600 | 171,200.00 | | 0.00 | | | 0.00 | | 0.00 | 171,200.00 | 171,200.00 | |
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| | | | | | | 3 | | 2.7.1.2.01 | CONFECCIÓN DE ZAPATA DE MURO | 27 | M3 | 9,800 | 9,800 | 264,600.00 | | 0.00 | | | 0.00 | | 0.00 | 264,600.00 | 264,600.00 | |
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| | | | | | | 4 | | 2.7.1.2.01 | CONFECCIÓN DE ZAPATA DE COLUMNAS | 44 | M3 | 9,800 | 9,800 | 431,200.00 | | 0.00 | | | 0.00 | | 0.00 | 431,200.00 | 431,200.00 | |
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| | | | | | | 5 | | 2.7.1.2.01 | BLOQUE BNP 6¨ | 52 | M2 | 1,450 | 1,450 | 75,400.00 | | 0.00 | | | 0.00 | | 0.00 | 75,400.00 | 75,400.00 | |
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| | | | | | | 6 | | 2.7.1.2.01 | BLOQUE SNP 6¨ | 572 | M2 | 1,430 | 1,430 | 817,960.00 | | 0.00 | | | 0.00 | | 0.00 | 817,960.00 | 817,960.00 | |
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| | | | | | | 7 | | 2.7.1.2.01 | ANDAMIO PARA COLOCAR BLOQUE | 252 | M2 | 47 | 47 | 11,844.00 | | 0.00 | | | 0.00 | | 0.00 | 11,844.00 | 11,844.00 | |
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| | | | | | | 8 | | 2.7.1.2.01 | COLUMNAS DE (0.20 X 0.20) | 12 | M3 | 21,300 | 21,300 | 255,600.00 | | 0.00 | | | 0.00 | | 0.00 | 255,600.00 | 255,600.00 | |
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| | | | | | | 9 | | 2.7.1.2.01 | VIGAS DE AMARRE SUPERIOR | 10 | M3 | 20,800 | 20,800 | 208,000.00 | | 0.00 | | | 0.00 | | 0.00 | 208,000.00 | 208,000.00 | |
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| | | | | | | 10 | | 2.7.1.2.01 | PAÑETES DE VIGAS (MOCHETA) | 112 | M2 | 390 | 390 | 43,680.00 | | 0.00 | | | 0.00 | | 0.00 | 43,680.00 | 43,680.00 | |
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| | | | | | | 11 | | 2.7.1.2.01 | PAÑETE DE COLUMNAS (MOCHETA) | 74 | M2 | 390 | 390 | 28,860.00 | | 0.00 | | | 0.00 | | 0.00 | 28,860.00 | 28,860.00 | |
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| | | | | | | 12 | | 2.7.1.2.01 | CONFECCIÓN DE CANTO DE VIGAS | 1,120 | MIL | 87 | 87 | 97,440.00 | | 0.00 | | | 0.00 | | 0.00 | 97,440.00 | 97,440.00 | |
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| | | | | | | 13 | | 2.7.1.2.01 | PAÑETE DE BLOQUE | 1,020 | M2 | 390 | 390 | 397,800.00 | | 0.00 | | | 0.00 | | 0.00 | 397,800.00 | 397,800.00 | |
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| | | | | | | 14 | | 2.7.1.2.01 | CONFECCIÓN DE CANTO DE COLUMNAS | 744 | MIL | 75 | 75 | 55,800.00 | | 0.00 | | | 0.00 | | 0.00 | 55,800.00 | 55,800.00 | |
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| | | | | | | 15 | | 2.7.1.2.01 | COLOCACIÓN DE SERPENTINA EN PARED | 560 | MIL | 110 | 110 | 61,600.00 | | 0.00 | | | 0.00 | | 0.00 | 61,600.00 | 61,600.00 | |
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| | | | | | | 16 | | 2.7.1.2.01 | DESMONTE DE ANDAMIO PARA EMPAÑETE | 448 | M2 | 47 | 47 | 21,056.00 | | 0.00 | | | 0.00 | | 0.00 | 21,056.00 | 21,056.00 | |
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| | | | | | | 17 | | 2.7.1.2.01 | BOTE DE MATERIAL PROVENIENTE DE EXCAVACIÓN DE COLUMNAS Y ZAPATA | 232 | M3 | 540 | 540 | 125,280.00 | | 0.00 | | | 0.00 | | 0.00 | 125,280.00 | 125,280.00 | |
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| | | | | | | 18 | | 2.7.1.2.01 | REPOSICIÓN DE RELLENO PARA VERJA PERIMETRAL, NIVELACIÓN Y COMPACTACIÓN | 182 | M3 | 798 | 798 | 145,236.00 | | 0.00 | | | 0.00 | | 0.00 | 145,236.00 | 145,236.00 | |
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| | | | | | | 19 | | 2.7.1.2.01 | REPLANTEO DE MURO DE BLOQUE | 280 | MIL | 60 | 60 | 16,800.00 | | 0.00 | | | 0.00 | | 0.00 | 16,800.00 | 16,800.00 | |
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| | | | | | | 20 | | 2.7.1.2.01 | PUERTA CORREDIZA DE METAL ACERO GALVANIZADO PARA LA ENTRADA PRINCIPAL DE 5.00 M X 2.60 M | 1 | UD | 87,000 | 87,000 | 87,000.00 | | 0.00 | | | 0.00 | | 0.00 | 87,000.00 | 87,000.00 | |
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| | | | | | | 21 | | 2.7.1.2.01 | DISEÑO Y CONFECCIÓN DE ENTRADA PRINCIPAL | 1 | UD | 98,000 | 98,000 | 98,000.00 | | 0.00 | | | 0.00 | | 0.00 | 98,000.00 | 98,000.00 | |
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| | | | | | | 22 | | 2.7.1.2.01 | CONSTRUCCIÓN DE GARITA DE SEGURIDAD | 1 | UD | 56,000 | 56,000 | 56,000.00 | | 0.00 | | | 0.00 | | 0.00 | 56,000.00 | 56,000.00 | |
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| | | | | | | 23 | | 2.7.1.2.01 | SUMINISTRO Y APLICACIÓN DE PINTURA PARA VERJA Y GARITA | 1,232 | M2 | 190 | 190 | 234,080.00 | | 0.00 | | | 0.00 | | 0.00 | 234,080.00 | 234,080.00 | |
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| | | | | | | 24 | | 2.7.1.2.01 | EXCAVACIÓN DE ZAPATA DE COLUMNAS | 18 | M3 | 1,600 | 1,600 | 28,800.00 | | 0.00 | | | 0.00 | | 0.00 | 28,800.00 | 28,800.00 | |
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| | | | | | | 25 | | 2.7.1.2.01 | HORMIGÓN EN ZAPATA DE COLUMNAS | 11 | M3 | 9,800 | 9,800 | 107,800.00 | | 0.00 | | | 0.00 | | 0.00 | 107,800.00 | 107,800.00 | |
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| | | | | | | 26 | | 2.7.1.2.01 | REPOSICIÓN CON MATERIAL DE MINA Y COMPACTADOS | 12 | M3 | 780 | 780 | 9,360.00 | | 0.00 | | | 0.00 | | 0.00 | 9,360.00 | 9,360.00 | |
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| | | | | | | 27 | | 2.7.1.2.01 | CONFECCIÓN DE PEDESTAL Y COLOCACIÓN DE PLACA | 8 | UD | 6,800 | 6,800 | 54,400.00 | | 0.00 | | | 0.00 | | 0.00 | 54,400.00 | 54,400.00 | |
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