GOBIERNO AUTÓNOMO DESCENTRALIZADO …gadmsigchos.gob.ec/RendicionCuentas2015/DETALLE...
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) GOBIERNO AUTÓNOMO DESCENTRALIZADO MUNICIPAL DE SIGCHOS DIRECCIÓN DE OBRAS PÚBLICAS PLANILLA DE AVANCE DE OBRA Na.3 MODALIDAD: COTIZACIÓN COTO-SIGCHO-04-201S OBRA: CIERRE TECNICO DEL BOTADERO DE BASURA DE YALO Y CONSTRUCCION DEL RELLENO SANITARIO DE SIGCHOS, UBICADO EN LA CIUDAD DE SIGCHOS PARROQUIA SIGCHOS, CANTÓN SIECHOS, PROVINCIA DE COTOPAXI FECHA DE CONTRATO; FECHA PAGO ANTICIPO: PLAZO: FECHA DE INICIO D E L A 08RA: PECHA DE TERMINACIÓN DEL PLAZO CONTRATADO: FECHA DE SUSPENSIÓN AUTORIZADA DE LOS TRABAJOS: FECHA DE REINICIO DE LOS TRABAJOS: FECHA DE TERMINAQÓN DEL PLAZO CONTRATADO + SUSPENSIÓN: AMPUACIÓN DE PLAZO AUTORIZADA: FECHA DE TERMINACIÓN DEL PLAZO CONTRATADO + SUSPENCIÓN Y AMPLIACIÓN: 30 DE JUUO DEL 2015 12 OE AGOSTO DEL 2015 270 DIAS CALENDARIO 9 DE SEPTIEMBRE DEL 2015 5 DE 3UNIO DEL 201S MONTO CONTRATO: FISCAUZADOR: Ing. José Rodriguer P. PLANILLA DE AVANCE DE OBRA No.3 VALOR D E L A PLANILLA: CONTRATISTA: Ing. Fabián ]«cvcs I. PARTIDA PRESUPUESTARIA: 320.75.01.07.00.01 VALOR DEL ANTICIPO: PORCENTAJE D E L A PANILLA EN RELACIÓN AL CONTRATO USD «29,S«3.67 USD 64,979.82 USD 371,953.47 6.99% rrtH DESCRIPCIÓN CONTRATO CANTIDADES IMPORTE EN DOLA RES rrtH DESCRIPCIÓN UNID. CANTIDAD «ecio UNTTAIUO PRECIO TOTAL ESTA PLANILLA TOTAL ANTERIOR TOTAL A FECHA ESTA PLANILLA TOTAL ANTERIOR TOTAL A LA FECHA CONSTRUCCION DEL RELLENO SANITARIO 1 Cerramiento provisional {h= 2.4 m) m 30,00 21,95 658,50 0.00 0.00 0.00 0.00 0.00 2 Bodeqa y Oficina m2 40.00 42.84 1,713,60 0.00 0.00 0.00 0.00 0.00 3 Limpieza Manual del Terreno m2 4,106.00 099 4,064,94 10,165.59 10,165.59 0.00 10,063.93 10,063,93 4 Replanteo y nivelación con uso de aparatos topográfícos m2 4,106.00 1.66 6,774,90 36,100.84 36,100.84 0.00 59,566.39 59,566.39 5 Excavación manual de plintos y cimientos m3 1.091.73 10.64 11,616,01 0.00 0.00 0.00 0.00 0,00 6 Excavación ti= 3 a 4 m a máquina m3 2,394.90 544 13,028,26 0.00 0.00 0.00 0.00 0.00 7 Relleno compactado suelo natural m3 4,145.62 13.16 54,556,36 O.OO 0.00 0.00 0.00 0,00 8 Relleno con material de mejoramiento (piedra traía) m3 202.71 3121 6,326,58 0.00 0.00 0.00 0.00 0.00 9 Hormigón H.S fc= ISO kq/om2 m3 324.21 158 37 51,345,14 0.00 0.00 0.00 0.00 0,00 10 Caja de revisión H.S f'c= 180 kfl/cm2 (0,60x0,60x1,0m, incluye tapa) u 10.00 136.67 1,365.70 0.00 0.00 0.00 0.00 0.00 U Puerta Vetiicular y peatonal de malla (tipo sierra) (4,0x2,10m) u 1.00 597 14 597,14 0.00 0.00 0.00 0.00 0.00 12 Cerramiento con postes de H.A., prefabricado a v alambre de púas (10 filas) m 720.75 27 34 19,705,31 0.00 0.00 0.00 0.00 0.00 13 Suministro y colocación de geomembrana 1,5 mm (Geotextil no tejido 5000 NT) m2 6,519.80 9 33 60,829,73 0.00 0.00 0.00 0.00 0.00 14 Sub base clase II m3 315.00 29,19 9,194.85 0.00 0.00 0.00 0.00 0.00 15 Dren de excavación de aguas de percolado (Tubería PVC d= 160 mm !nci, Geotextil) (h promedio 0,90 m) m 181.26 29 38 5,325,42 0.00 0.00 0.00 0.00 0.00 16 Dren de excavación de aguas de percolado (Tubería PVC d- 200 mm IncI, Geotextil) (ti promedio 0,90 m) m 1,508.00 34 78 52,448.24 0.00 0.00 0.00 0.00 0.00 17 Construcción de Ctlimenea para gases (ti promedio= 3,5 m) (Tipio sierra) u 18.00 22341 4,021.38 0.00 0.00 0.00 0.00 0.00 18 Tubería Hormigón centrifiqado CL2 d= 300 mm m 2,340.00 14,78 34,585.20 0.00 0.00 0.00 0.00 0.00 19 Preparación de suelo de siembra, con tierra vegetal y arena de río e= 0,15 m m3 720.00 1532 11,030.40 0.00 0.00 0.00 0.00 0.00 20 Siembra de césped m2 4,800.00 4 80 23,040.00 0.00 0.00 0.00 0.00 0.00 21 j Suministro y colocación de material de filtro (LIMO) m3 960.00 1120 10,752.00 0.00 0.00 0.00 0.00 0.00 22 Conformación - Compactación sobrasante m2 4,788.80 0,73 3,496.55 0.00 0.00 0.00 0.00 0.00 23 Sub Base Clase 1 m3 2,394.90 30 70 73,523.43 0.00 0.00 0.00 0.00 0.00 24 Base Clase 1 m3 1,436.94 3219 46,255.10 0.00 0.00 0.00 0.00 0.00 FOSA SEPTICA /U 25 Limpieza manuai del terreno m2 2.88 0,99 2.85 0.00 0.00 0.00 0.00 26 Excavación manual de plintos y cimientos m3 8.01 10,64 85.23 0.00 0.00 0.00 0.00 0.00 ,' 27 Replanteo y nivelación manual sin utilización de aparatos topográficos m2 2.88 0.80 2.30 0.00 0.00 0.00 0.00 0.00- 28 Desalojo concarretilla, distancia 50 m, material seco m3 8.0! 5,78 46.30 0.00 0.00 0.00 0.00 O.QO 29 Replantillo H,S f c= 140 kg/cm2 m3 0.18 122,71 22.09 0.00 0.00 0.00 0.00 oío 30 Hormigón H.S f'c= 210 kg/cm2 (sin encofrado) m3 2.39 143,83 343.75 0.00 0.00 0.00 0.00 Oi.OO 31 Acero de refuerzo (8-12 mmcon alambre galvanizado N, 18) kg 195.61 2,05 401.00 0.00 0.00 0.00 0.00 ,0.00 32 Caja de revisión H,S f'c= 180 kq/cm2 (0,60x0,60xl,0m, Incluye tapa) u 2.00 136,57 273.14 0.00 0.00 0.00 0.00 /O.OO
Transcript of GOBIERNO AUTÓNOMO DESCENTRALIZADO …gadmsigchos.gob.ec/RendicionCuentas2015/DETALLE...
) GOBIERNO AUTÓNOMO DESCENTRALIZADO MUNICIPAL DE SIGCHOS
DIRECCIÓN DE OBRAS PÚBLICAS
PLANILLA DE AVANCE DE OBRA Na.3
MODALIDAD: COTIZACIÓN COTO-SIGCHO-04-201S OBRA: CIERRE TECNICO DEL BOTADERO DE BASURA DE YALO Y CONSTRUCCION DEL RELLENO SANITARIO DE SIGCHOS, UBICADO EN LA CIUDAD DE SIGCHOS P A R R O Q U I A S I G C H O S , C A N T Ó N S I E C H O S , P R O V I N C I A D E C O T O P A X I
F E C H A D E C O N T R A T O ;
F E C H A P A G O A N T I C I P O :
P L A Z O :
F E C H A D E I N I C I O D E L A 0 8 R A :
P E C H A D E T E R M I N A C I Ó N D E L P L A Z O C O N T R A T A D O :
F E C H A D E S U S P E N S I Ó N A U T O R I Z A D A D E L O S T R A B A J O S :
F E C H A D E R E I N I C I O D E L O S T R A B A J O S :
F E C H A D E T E R M I N A Q Ó N D E L P L A Z O C O N T R A T A D O + S U S P E N S I Ó N :
A M P U A C I Ó N D E P L A Z O A U T O R I Z A D A :
F E C H A D E T E R M I N A C I Ó N D E L P L A Z O C O N T R A T A D O + S U S P E N C I Ó N Y A M P L I A C I Ó N :
3 0 D E J U U O D E L 2015
12 O E A G O S T O D E L 2015
2 7 0 D I A S C A L E N D A R I O
9 D E S E P T I E M B R E D E L 2015
5 D E 3 U N I O D E L 2 0 1 S
M O N T O C O N T R A T O :
F I S C A U Z A D O R : I n g . J o s é R o d r i g u e r P.
P L A N I L L A D E A V A N C E D E O B R A No.3
V A L O R D E L A P L A N I L L A :
C O N T R A T I S T A : I n g . Fab ián ] « c v c s I .
P A R T I D A P R E S U P U E S T A R I A : 320 .75 .01 .07 .00 .01
V A L O R D E L A N T I C I P O :
P O R C E N T A J E D E L A P A N I L L A E N R E L A C I Ó N A L C O N T R A T O
U S D «29 ,S«3 .67
U S D 64 ,979.82
U S D 3 7 1 , 9 5 3 . 4 7
6 .99%
r r t H DESCRIPCIÓN
C O N T R A T O C A N T I D A D E S I M P O R T E E N D O L A R E S
r r t H DESCRIPCIÓN UNID. CANTIDAD « e c i o
UNTTAIUO
PRECIO
TOTAL
ESTA
PLANILLA
TOTAL
ANTERIOR
TOTAL A
FECHA
ESTA
PLANILLA
TOTAL
ANTERIOR
TOTAL A
LA FECHA
C O N S T R U C C I O N D E L R E L L E N O S A N I T A R I O
1 Cerramiento provisional {h= 2.4 m) m 30,00 21,95 6 5 8 , 5 0 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
2 Bodeqa y Oficina m2 40.00 42.84 1,713,60 0 .00 0 .00 0 .00 0 .00 0 .00
3 L impieza Manual del Terreno m2 4,106.00 099 4,064,94 10,165.59 1 0 , 1 6 5 . 5 9 0 .00 10,063.93 10,063,93
4 Replanteo y nivelación con uso de aparatos topográfícos m2 4,106.00 1.66 6 , 7 7 4 , 9 0 36,100.84 3 6 , 1 0 0 . 8 4 0 .00 59,566.39 59 ,566 .39
5 Excavación manual de plintos y cimientos m3 1.091.73 10.64 11 , 616 , 01 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
6 Excavación ti= 3 a 4 m a máquina m3 2,394.90 544 13 , 028 , 26 0 .00 0 .00 0 .00 0 .00 0 .00
7 Rel leno compactado suelo natural m3 4,145.62 13.16 54,556,36 O.OO 0 . 00 0 . 0 0 0 .00 0 , 0 0
8 Rel leno con material de mejoramiento (piedra traía) m3 202.71 3121 6,326,58 0 .00 0 . 0 0 0 . 0 0 0 .00 0 .00
9 Hormigón H.S f c = ISO kq/om2 m3 324.21 158 37 51,345,14 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
10 Caja de revisión H.S f 'c= 180 kfl/cm2 (0,60x0,60x1,0m, incluye tapa) u 10.00 136.67 1,365.70 0 .00 0 . 0 0 0 . 0 0 0 .00 0 .00
U Puerta Vetiicular y peatonal de malla (tipo sierra) (4,0x2,10m) u 1.00 597 14 5 9 7 , 1 4 0 .00 0 . 0 0 0 .00 0 .00 0 .00
12 Cerramiento con postes de H.A., prefabricado a v alambre de púas (10 filas) m 720.75 27 34 19,705,31 0 .00 0 . 0 0 0 .00 0 .00 0 .00
13 Suministro y colocación de geomembrana 1,5 mm (Geotextil no tejido 5000 NT) m2 6,519.80 9 33 6 0 , 8 2 9 , 7 3 0 .00 0 . 0 0 0 . 0 0 0 .00 0 .00
14 Sub base c lase II m3 315.00 29,19 9 , 1 9 4 . 8 5 0 .00 0 . 0 0 0 .00 0 .00 0 .00
15 Dren de excavación de aguas de percolado (Tubería P V C d= 160 mm !nci, Geotextil) (h promedio 0,90 m) m 181.26 29 38
5 , 325 , 42 0 .00 0 . 0 0 0 .00 0 .00 0 .00
16 Dren de excavación de aguas de percolado (Tubería P V C d- 200 mm IncI, Geotextil) (ti promedio 0,90 m) m 1,508.00 34 78
52,448.24 0 .00 0 . 0 0 0 .00 0 .00 0 .00
17 Construcción de Ct l imenea para gases (ti promedio= 3,5 m) (Tipio sierra) u 18.00 22341 4 , 0 2 1 . 3 8 0 .00 0 .00 0 .00 0 .00 0 .00
18 Tubería Hormigón centrifiqado C L2 d= 300 mm m 2,340.00 14,78 34 ,585 .20 0 .00 0 .00 0 .00 0 .00 0 .00
19 Preparación de suelo de s iembra, con tierra vegetal y arena de río e= 0,15 m m3 720.00 1532 11 , 030 . 40 0 .00 0 . 0 0 0 .00 0 .00 0 .00
20 Siembra de césped m2 4,800.00 4 80 2 3 , 0 4 0 . 0 0 0 .00 0 .00 0 .00 0 .00 0 .00
21 j Suministro y colocación de material de filtro (LIMO) m3 960.00 1120 10 , 752 . 00 0 .00 0 . 0 0 0 .00 0 .00 0 .00
22 Conformación - Compactac ión sobrasante m2 4,788.80 0,73 3,496.55 0 .00 0 .00 0 .00 0 .00 0 .00
23 Sub Base C lase 1 m3 2,394.90 30 70 73,523.43 0 .00 0 .00 0 .00 0 .00 0 .00
24 Base C lase 1 m3 1,436.94 3219 4 6 , 2 5 5 . 1 0 0 .00 0 .00 0 .00 0 .00 0 . 0 0
F O S A S E P T I C A /U 25 L imp ieza m a n u a i de l t e r r eno m 2 2.88 0 ,99 2.85 0 .00 0 .00 0 .00 0 .00
26 E x ca va c i ón m a n u a l d e p l in tos y c im i en t o s m 3 8 .01 10 ,64 8 5 . 2 3 0 .00 0 .00 0 .00 0 .00 0 .00 ,'
27 Rep l an teo y n i ve l a c i ón m a n u a l s in ut i l i zac ión d e a p a r a t o s topográ f i cos m 2 2.88 0 .80 2.30 0 .00 0 .00 0 .00 0 .00 0.00-
28 Desa l o j o conca r re t i l l a , d i s tanc ia 5 0 m , ma te r i a l s e co m 3 8 . 0 ! 5,78 46.30 0 .00 0 .00 0 .00 0 .00 O.QO
29 Replant i l lo H,S f c = 140 k g / c m 2 m 3 0 .18 122,71 22.09 0 .00 0 . 0 0 0 .00 0 .00 oío 3 0 Ho rm igón H.S f ' c = 2 1 0 kg / cm2 (s in enco f r ado ) m 3 2 .39 143 , 8 3 343.75 0 .00 0 .00 0 .00 0 .00 Oi.OO
31 Ace ro de re fue r zo ( 8 - 12 m m c o n a l a m b r e ga l v an i z ado N, 18) kg 195 . 61 2 ,05 4 0 1 . 0 0 0 .00 0 . 0 0 0 .00 0 .00 ,0 .00
32 C a j a de rev i s i ón H,S f ' c = 180 k q / c m 2 ( 0 , 6 0 x0 , 6 0 x l , 0m , Inc luye t apa ) u 2 . 00 136 , 57 273.14 0.00 0.00 0 .00 0 .00 / O . O O
) 3 3 En luc i do ver t i ca l pa l e t eado f ino m 2 10 . 13 8 .66 8 7 . 7 3 0 ,00 0 .00 0 .00 0 .00 0 ,00
34 Tube r í a P V C d = 75 m m m 2 .50 4 , 31 10 . 78 0 ,00 0 .00 0 ,00 0 .00 0 ,00
35 Cana l i z a c i ón P V C d = 75 m m m 0 ,60 5,51 3 .31 0 .00 0 .00 0 .00 0 .00 0 .00
36 Cana l i z a c i ón P V C d = 160 m m m 1,20 14 , 55 17 .47 0 ,00 0 .00 0 ,00 0 .00 0 ,00
37 Enco f r ado rec to con tab la du r a de m o n t a ñ a 0 ,30 m m 2 14 ,05 11 ,88 166 . 91 0 .00 0 .00 0 .00 0 .00 0 .00
C O M P O S T E R I A
38 L imp ieza Manua l del T e r r eno m 2 9 1 2 , 5 0 0 ,99 9 0 3 . 3 8 0 ,00 0 .00 0 ,00 0 .00 0 ,00
39 E x c a v a c i ó n m a n u a l d e p l in tos y c im i en t o s m 3 7 5 . 0 0 10 ,64 7 9 8 . 0 0 0 .00 0 .00 0 .00 0 .00 0 ,00
4 0 Rep lan t l l l o H.S f c = 140 I<g/cm2 m 3 1,89 122 , 71 2 3 1 . 9 2 0 ,00 0 . 0 0 0 ,00 0 .00 0 , 0 0
4 1 Ho rm i gón H.S f ' c = 2 1 0 k g / c m 2 (s in enco f r ado ) m 3 11 .52 1 43 , 8 3 1 ,656.92 0 .00 0 .00 0 .00 0 . 0 0 0 ,00
4 2 A c e r o d e r e f ue r zo ( 8 - 12 m m c o n a l a m b r e ga l van i z ado N. 18) kg 1 ,378 ,02 2 ,05 2 , 824 . 94 0 . 0 0 0 .00 0 ,00 0 . 0 0 0 ,00
4 3 A c e r o e s t r u c t u r a l pa ra cub i e r t a t ipo C E R C H A (con uso d e andamtos ) kg 5 , 180 . 55 3 ,83 19 , 841 . 51 0 .00 0 .00 0 .00 0 ,00 0 ,00
4 4 C a í a de rev i s i ón H.S f ' c = 180 k g / c m 2 ( 0 , 6 0 x 0 , 6 0 x l , 0 m , i n c l uye t apa ) u 6 ,00 136 , 57 8 1 9 . 4 2 0 .00 0 .00 0 ,00 0 .00 0 ,00
4 5 Con t r ap t so Ex te r i o r e s de H.S f ' c = 180 k g /m2 e = 0 ,08 m ( I n d . Ma l la A r m e x R 131 y p i ed ra bo la) m 2 5 0 . 4 0 2 7 , 7 1 1 ,396 .58 0 .00 0 .00 0 .00 0 ,00 0 , 0 0
4 6 Cub i e r t a G A L V A L U M E c = 0.4 m m P R E P I N T A D A m 2 6 6 8 , 4 3 16 ,96 1 1 , 3 3 6 . 5 7 0 .00 0 .00 0 ,00 0 . 0 0 0 ,00
4 7 C u m b r e r o GALVALU f 4E m 3 1 . 5 0 9 . 5 0 2 9 9 . 2 5 0 .00 0 .00 O.OO 0 ,00 0 ,00
48 A c o m e t i d a A g u a Po tab l e PVC d . 3 / 4 " m 5 0 , 0 0 5 ,84 2 9 2 . 0 0 0 . 0 0 0 .00 0 ,00 0 .00 0 ,00
4 9 B a j a n t e d e a g u a s L l uv i a s P V C d = 110 m m Un ión Codo m 6 3 . 0 0 8 .17 5 1 4 . 7 1 0 .00 0 .00 0 .00 0 , 0 0 0 ,00
50 Cana l i z a c i ón P V C d = 110 m m (I3esague) m 6 7 , 5 0 6 ,97 4 7 0 . 4 8 O.OO 0 .00 0 .00 0 .00 0 , 0 0
51 Cana l i z a c i ón P V C d = 160 m m ( D e s a g ü e ) m 2 0 . 0 0 14 .56 2 9 1 . 2 0 0 .00 0 . 0 0 0 .00 0 ,00 0 ,00
52 Sa l ida A g u a s L l uv i a s P V C d= 75 m m (un i ón y codo) u 6 ,00 3 7 , 3 1 2 2 3 . 8 6 0 .00 0 .00 0 .00 0 .00 0 ,00
53 Rej i l la e x t e r i o r de piso PVC d = 2 0 0 m m u 6 .00 14 .23 8 5 . 3 8 O.OO 0 .00 0 .00 0 ,00 0 ,00
54 A c o m e t i d a pnnc ipa l c o n c ondu c t o r N. 10 m 5 0 , 0 0 11 , 90 5 9 5 . 0 0 0 .00 0 .00 O.OO 0 .00 0 ,00
55 Tomaco r r i e n t e s dob l e s u 10 . 00 2 8 . 6 0 2 8 6 . 0 0 0 .00 0 .00 0 .00 0 ,00 0 ,00
56 Lum ina r i a s 2 x 4 0 w u 10 . 00 7 4 , 8 0 7 4 8 . 0 0 0 .00 0 .00 0 .00 0 .00 0 , 0 0
57 B r e a k e r de en chu f e 1 P 2 0 / 3 0 A u 1.00 14 . 16 14 .16 0 .00 0 .00 0 .00 0 ,00 0 ,00
58 Tab l e ro d e con t r o l 12F -12 Pun to s u 1.00 4 9 . 6 0 4 9 . 6 0 0 .00 0 .00 0 .00 0 .00 0 ,00
59 Ho rm i pón c i c l ópeo 6 0 % H S 4 0 % p ied ra m 3 3 2 . 9 7 112 . 19 3 , 698 . 90 0 .00 0 .00 0 .00 0 ,00 0 , 0 0
6 0 L imp i e za f ina l d e ía ob ra m 2 9 1 2 . 5 0 1.81 1 ,651 .63 0 .00 0 .00 0 .00 0 .00 0 ,00
6 1 Enco f r ado rec to c o n tab la d u r a d e m o n t a ñ a 0 ,30 m m 2 7.44 11 . 88 8 8 . 3 9 0 .00 0 .00 0 .00 0 .00 0 ,00
G A R I T A D E C O N T R O L
62 L imp i e za Manua l del T e r r eno m 2 6 .25 0 . 9 9 6 .19 0 .00 0 .00 0 .00 0 .00 0 ,00
6 3 A c e r o e s t r u c t u r a l pa ra cub ie r t a t ipo C E R C H A (con uso de a ndam i o s ) kg 5 6 . 2 4 3 , 8 3 2 1 5 . 4 0 0 .00 0 .00 0 .00 0 .00 0 ,00
64 Mampos t e r i a d e F ibroi i t D E C O C E M m 2 10 . 23 2 1 . 1 2 2 1 6 . 0 6 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
65 Due l a de euca l i p to l acada m 2 1.44 2 4 , 7 3 3 5 . 6 1 0 .00 0 .00 0 .00 0 .00 0 , 0 0
66 Cer radu i -a l l ave - l l ave u 1.00 3 3 . 0 0 3 3 . 0 0 0 .00 0 .00 0 .00 0 .00 0 .00
67 Pue r ta t a m b o r a d a 0 ,80 m u 1.00 2 3 4 , 0 0 2 3 4 . 0 0 0 .00 0 .00 0 .00 0 .00 0 ,00
68 V e n t a n a de a l um in i o f i ja m2 1.00 8 5 . 8 0 8 5 . 8 0 0 .00 0 .00 0 .00 0 .00 0 .00
69 P in tu ra c a u c h o cie lo r a zo m 2 2 0 . 4 6 3 ,22 6 5 . 8 3 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
70 Cub i e r t a G A L V A L U M E 6= 0.4 m m P R E P I N T A D A m 2 3.84 16 . 96 6 5 . 1 3 0 .00 0 .00 0 .00 0 .00 0 .00
71 I l um inac i ón con c onduc t o r N. 12 u 1.00 3 1 . 6 0 3 1 . 6 0 0 .00 0 .00 0 . 0 0 0 .00 0 ,00
72 Tomaco r r i e n t e s dob les u 1.00 2 8 . 6 0 2 8 . 6 0 0 .00 0 .00 0 .00 0 .00 0 .00
C O N S T R U C C I O N D E L I N V E R N A D E R O
73 L imp ieza Manua l de l T e r r eno m 2 107 .64 0 .99 106 ,56 0 .00 0 .00 0 .00 0 .00 0 ,00
74 E x ca va c i ón m a n u a l de p l intos y c im i en to s m 3 9 . 75 10 .64 103 .74 0 .00 0 . 0 0 0 . 0 0 0 .00 0 .00
7 5 Re l l eno con mate r i a l de m e j o r a m i e n t o (p iedra bo la) m 3 3.41 31 .21 106 , 43 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
76 Rep lant l l l o H.S f ' c = 140 kg / cm2 m 3 2 .48 122 . 71 3 0 4 . 3 2 0 .00 0 .00 0 .00 0 .00 0 .00
77 P l intos H.C f ' c = 180 k g / c m 2 m 3 1.16 158 . 37 183 ,71 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
78 Ho rm i gón H.S f ' c = 2 1 0 kg / cm2 (s in en co f r ado ) m 3 2 .51 1 43 . 8 3 3 6 1 , 0 1 0 .00 0 . 0 0 0 .00 0 .00 0 .00
79 A c e r o de r e f ue r zo ( 8 - 12 m m c o n a l amb r e ga l v an i z ado N . 18) k g 4 0 2 . 7 6 2 . 05 8 2 5 , 6 6 0 .00 0 . 0 0 0 .00 0 .00 0 , 0 0
80 Sum i n i s t r o y co locac ión de c o l u m n a s d e m a d e r a d e co l o r ado ( 0 , 1 5 x 0 , 1 5 m) m 23 .94 17 .87 4 2 7 , 8 1 0 .00 0 .00 0 .00 0 . 0 0 0 . 0 0
8 1 Sum in i s t r o y co locac ión de v i ga s d e m a d e r a de co lo rado ( 0 , 1 5 x 0 , 1 5 m ) m 6 6 . 0 0 17 . 87 1 ,179 ,42 0 .00 0 . 0 0 0 .00 0 .00 0 , 0 0
82 Sum in i s t r o y co locac ión de v ige tas de m a d e r a ( t i jeras) ( 0 , 1 5 x 0 , 1 0 m ) m 3 9 . 6 0 13 . 12 5 1 9 , 5 5 0 .00 0 .00 0 .00 0 .00 0 .00
8 3 Sum i n i s t r o y co locac ión de c o r r e a s d e m a d e r a ( 0 , 0 6 x 0 , 0 6 m) m 138 .00 7 .41 1 ,022,58 0 .00 0 .00 0 .00 0 .00 0 , 0 0
84 Ca j a d e rev i s i ón H.S f'c= 1 80 kg / cm2 ( 0 , 6 0 x 0 , 6 0 x l , 0 m , i n c l uye t apa ) u 3 .00 1 3 6 . 5 7 4 0 9 , 7 1 0 .00 0 .00 0 .00 0 .00 0 .00
8 5 En luc i do ho r i zon ta l pa l e t eado f ino m 2 9 6 . 7 8 8 .66 8 3 8 , 1 1 0 .00 0 .00 0 ,00 0 .00 0 ,00
86 Con t r ap i s o In te r i o res de H.S f ' c = 2 1 0 k g / c m 2 e= 0 ,08 m ( I n d . P i ed ra Bo l a , no I n d . Mal la) m 2 5 ,20 24 .31 ^ 129 , 01 0 .00 0 . 0 0 0 .00 0 ,00 0 .00
87 Cana l r eco lecc ión a gua s l luv ias T O O L m 2 7 . 6 0 14 .84 4 0 9 , 5 8 0 .00 0 .00 0 ,00 0 .00 0 , 0 0 , . ^
83 Sum in i s t r o y co l o cac i ón de geo tex t i l (Geo tex t i l Fo r t ex B X - 4 0 ) ( 1 4 8 0 N ) 2 3 0 g /m2 m 2 9 6 , 4 7 4 . 0 3 3 8 8 , 7 7 0 .00 0 ,00 0 .00 0 , 0 0
89 Sum in i s t r o y co locac ión de p lás t i co t ras luc ido e= 0,5 m m m 2 2 1 5 . 2 8 9 , 15 1 ,969 ,81 0 .00 0 .00 0 .00 0 .00
9 0 Cana l i z a c i ón PVC d= 110 m m ( D e s a g ü e ) m 15 ,00 6 .97 104 ,55 0 .00 0 ,00 0 .00 0 ,00 / / 0 ,00
91 Cana l i z a c i ón PVC d= 160 m m ( D e s a g ü e ) m 10.00 14 , 56 145 , 60 0 .00 0 .00 0 .00 0 .00 / / 0 ,00
92 Sa l i da A g u a s L luv ias PVC d = 75 m m (un i ón y codo ) u 2 ,00 3 7 . 3 1 7 4 , 6 2 0 .00 0 ,00 0 .00 0 , 0 0 / , 0 . 00
93 A c o m e b d a pnnc ipa l con c on sduc t o r N. 10 m 50 . 00 11 . 90 5 9 5 , 0 0 0 .00 0 .00 0 .00 0 ^ / 0 .00
94 I l um inac i ón c o n c onduc t o r N, 12 u 8 ,00 3 1 . 6 0 2 5 2 , 8 0 0 .00 0 ,00 0 .00 / 6 , o o / 0 .00
9 5 Tomaco r r i e n t e s dob l e s u 4 . 00 2 8 . 6 0 114 . 40 0 .00 0 .00 0 .00 0 .00 0 .00
96 B r e a k e r d e e n c h u f e 1 P 1 5 / 60 A u 2 .00 16 . 56 3 3 . 1 2 0 .00 0 . 0 0 0 .00 0 .00 0 .00
97 Tab l e ro d e con t r o l 12F -12 Pun t o s u 1.00 4 9 . 6 0 4 9 . 6 0 0 .00 0 . 0 0 0 . 0 0 0 .00 0 .00
9 8 U m p l e z a fina! d e ta ob ra m 2 107 . 64 1.81 1 94 . 3 3 0 .00 0 .00 0 .00 0 .00 0 .00
9 9 En co f r a do r ec to con tab la d u r a de m o n t a ñ a 0 ,30 m m 2 1.14 11 . 88 13 .54 0 .00 0 . 0 0 0 .00 0 .00 0 .00
P L A T A F O R M A D E C L A S I F I C A C I O N
100 L imp i e za Manua l del T e r r e n o m 2 9 3 . 1 0 0 .99 9 2 . 1 7 0 .00 0 .00 0 .00 0 .00 0 .00
101 D e s h a n q u e a m a n o m 3 19 .25 9 .84 189 .42 0 .00 0 . 0 0 0 .00 0 .00 0 .00
102 E x c a v a c i ó n m a n u a l d e p l in tos y c im i en t o s m 3 7 .05 10 .64 7 5 . 0 1 0 .00 0 .00 0 .00 0 .00 0 .00
103 Re l l eno c o m p a c t a d o c o n ma te r i a l d e m e j o r a m i e n t o ( L A S T R E ) m 3 3 .73 2 0 . 2 4 7 5 . 5 0 0 .00 0 .00 0 .00 0 .00 0 .00
104 Re l l eno c o m p a c t a d o sue l o na tu r a l m 3 4 . 8 3 13 . 16 6 3 . 5 6 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
105 Desa l o j o d e m a t e n a ! con v o l q ue t e s < 5 k m m 3 14 .42 2 .98 4 2 . 9 7 0 .00 0 .00 0 ,00 0 .00 0 .00
106 Rep l an t eo y n i ve l a c i ón m a n u a l s in u t i l i zac ión d e a pa r a t o s topog rá f i cos m 2 9 3 . 1 0 0 .80 7 4 . 4 8 0 .00 0 . 0 0 0 .00 O.OO 0 .00
107 Rep lant l l l o H.S f c = 140 k g / c m 2 m 3 3.08 122 . 71 3 7 7 , 9 5 0 .00 O.OO 0 .00 0 .00 0 .00
108 Ho rm i gón H.S f c = 2 1 0 k q / c m 2 e n cad6nas ( 0 , 30x0 ,30m) m 3 2.04 1 65 . 1 3 3 3 6 . 8 7 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
109 A c e r o de r e f u e r z o ( 8 - 1 2 m m c o n a l a m b r e ga l v an i z ado N . 18) kg 2 7 3 . 3 3 2 .05 5 6 0 . 3 3 0 .00 0 . 0 0 0 .00 0 .00 0 .00
110 Ho rm i gón H . S f c = 180 k g / c m 2 m 3 0 .48 158 . 37 7 6 . 0 2 0 .00 0 .00 0 .00 0 .00 0 . 0 0
111 Sum i n i s t r o y co locac ión d e c o l u m n a s d e m a d e r a de co l o r ado ( 0 , 1 5 x 0 , 1 5 m ) m 15 .08 17 . 87 2 6 9 . 4 8 O.OO , 0 .00 0 .00 0 .00 0 .00
112 Sum in i s t r o y co locac ión de v i ga s d e m a d e r a de co lo rado ( 0 , 1 5 x 0 , 1 5 m ) m 2 4 . 0 0 17 . 87 4 2 8 , 8 8 0 .00 0 .00 0 .00 0 .00 0 . 0 0
113 Sum i n i s t r o y co locac ión de v i ge ta s de m a d e r a (t3]eras) ( 0 , 1 5 x 0 , 1 0 m) m 3 5 . 1 6 13 . 12 4 6 1 . 3 0 0 .00 0 . 0 0 0 . 0 0 0 .00 0 . 0 0
114 Sum in i s t r o y co locac ión d e c o r r e a s d e m a d e r a ( 0 , 0 6 x 0 , 0 6 m) m 111 . 50 7 .41 8 2 6 . 2 2 0 .00 0 .00 0 .00 0 .00 0 .00
115 C a j a de r ev i s i ón H.S F ' c= 180 k g / c m 2 ( 0 , 6 0 x 0 , 6 0 x l , 0 m , i n c l uye t apa ) u 4 . 0 0 136 . 57 5 4 6 , 2 8 0 .00 O.OO 0 .00 0 .00 0 . 0 0
116 En luc i do ho r i zon ta l ( I n d . A l i s ado ) m 2 4 7 . 0 4 8 .66 4 0 7 . 3 7 0 .00 0 . 0 0 0 .00 0 .00 0 .00
117 Con t r ap i s o Ex t e r i o r e s d e H.S f ' c = 2 1 0 k q / m 2 e = 0 ,08 m ( I n d . p i ed ra bo l a , n o I n d . ma í l a ) m 2 4 7 . 0 4 2 4 . 8 1 1 ,167 .06 0 .00 0 .00 0 . 0 0 0 . 0 0 0 ,00
l i s Cub i e r t a G A L V A L U M E M e= 0,4 m m P R E P I N T A D A m 2 9 3 . 6 6 16 . 96 1 ,588 .47 0 .00 0 .00 0 .00 0 .00 0 ,00
119 C u m b r e r o G A L V A L U M E m 11 .15 9 . 5 0 1 05 . 9 3 0 .00 0 .00 0 .00 0 .00 0 ,00
120 Sa l ida P V C d = 1/2" a g u a fr ía u 2 . 00 4 5 . 8 3 9 1 . 6 6 0 .00 0 .00 0 .00 0 .00 0 ,00
121 Tube r í a P V C d » 1/2" m 5 0 . 0 0 4 . 88 2 4 4 . 0 0 0 .00 0 .00 0 .00 0 .00 0 ,00
122 L l ave de P ICO de l a vande r í a d = 1/2" u 2 .00 17 .71 3 5 . 4 2 0 .00 O.OO 0 .00 0 .00 0 ,00
123 B a j a n t e d e a g u a s L l uv i a s P V C d= 110 m m Un ión Codo m 2 3 . 3 6 8 .17 190 . 85 0 .00 0 .00 0 .00 0 .00 0 ,00
124 Cana l i z a c i ón e x t e r i o r TC d = 150 m m C L 2 m 3 0 . 0 0 13 .36 4 0 0 . 8 0 0 .00 0 .00 0 .00 0 .00 0 .00
125 Sa l i da /Xguas L l uv i a s P V C d = 75 m m (un i ón y codo ) u 2 .00 3 7 . 3 1 7 4 . 6 2 0 .00 0 .00 0 .00 0 .00 0 ,00
126 A c o m e t i d a pr inc ipa l c o n c on sdu c t o r N. 10 m 5 0 . 0 0 11 .90 5 9 5 . 0 0 0 .00 0 .00 0 .00 0 .00 0 . 0 0
127 I l um ina c i ón con c ondu c t o r N. 12 u 6 .00 3 1 . 6 0 189 . 60 0 .00 0 .00 0 .00 0 .00 0 .00
128 Tomaco r r i e n t e s dob l e s u 2 .00 2 8 . 6 0 5 7 , 2 0 0 .00 0 .00 0 .00 0 .00 0 . 0 0
129 I l um ina r i a s 2 x 4 0 W u 2 .00 7 4 . 8 0 1 4 9 . 6 0 0 .00 0 .00 0 .00 0 .00 0 .00
130 B r e a k e r d e en chu f e 1 P 2 0 / 3 0 A u 1.00 14 .16 14 . 16 0 .00 0 .00 0 .00 0 .00 0 .00
131 Tab l e r o d e con t ro l 1 2 F - 1 2 Pun to s u 1.00 4 9 . 6 0 4 9 . 6 0 0 .00 0 .00 0 .00 0 .00 0 . 0 0
132 Ho rm igón c i c l ópeo 6 0 % H S 4 0 % p ied ra m 3 0 .77 112 . 19 8 6 . 3 9 0 .00 0 .00 0 .00 0 .00 0 .00
133 De V I G A 0 , 2 0 x 4 0 m c o n D U E L A m2 9 .60 2 4 . 7 6 2 3 7 . 7 0 0 .00 0 .00 0 .00 0 .00 0 . 0 0
L A G U N A D E E V A P O R A C I O N E N E L R E L L E N O S A N I T A R I O
134 D e s h a n q u e a m a n o ( I n d . Ta l udes ) m 3 9 8 . 5 6 9 .84 9 6 9 . 8 3 0 .00 0 .00 0 .00 0 .00 0 . 0 0
135 E x c a v a c i ó n m a n u a l d e p l in tos , c im i en to s , c u n e t a s y t a l udes m 3 9 7 . 5 5 10 .64 1 ,037.93 0 .00 0 .00 0 .00 0 .00 0 . 0 0
136 E x c a v a c i ó n h= 3 a 4 ,0 m a m á g u i n a m 3 107 .41 5.44 5 8 4 . 3 1 0 .00 0 .00 0 .00 0 .00 0 . 0 0
137 Re l l eno c o m p a c t a d o con m a t e n a l d e m e j o r a m i e n t o ( LASTRE ) m 3 14 . 40 2 0 . 2 4 2 9 1 . 4 6 0 .00 0 .00 0 .00 0 .00 0 . 0 0
138 Re l l eno c o m p a c t a d o sue l o na tu r a l m 3 9 .86 13 . 16 129 .76 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
139 Sum in i s t r o y co locac ión de g e o m e m b r a n a e = 1.5 (Geo tex t i l n o te j ido 5 0 0 0 fifr) m 2 2 2 7 . 7 6 9 . 33 2 , 125 . 00 0 .00 0 .00 0 .00 0 .00 O.OO
140 Sum in i s t r o y co l o cac i ón de geo tex t i l (Geo tex t i l Fo r t ex B X - 4 0 ( 1 4 8 0 N) 2 3 0 g /m2 m 2 2 2 7 . 7 6 4 . 0 3 9 1 7 . 8 7 0 .00 0 .00 0 .00 0 .00 0 .00
141 Sum in i s t r o y co l o cac i ón de de m a t e n a l de f i l t ro ( ARENA) s ob r e t e r r e no m 3 10 . 80 4 1 . 8 0 4 5 1 . 4 4 0 .00 0 .00 0 .00 0 . 0 0 0 .00
142 C o n f o r m a c i ó n - C o m p a c t a c i ó n s u b r a s a n t e (a máqu i n a ) m 2 7 2 . 0 0 0 . 73 5 2 . 5 6 0 .00 0 . 0 0 0 .00 0 .00 0 .00
C O N S T R U C a O N D E L A B O D E G A
143 L imp i e za m a n u a l de l t e r r e no m 2 60 . 8 4 0 .99 6 0 . 2 3 0 .00 O.OO 0 .00 0 .00 0 .00
144 E x c a v a c i ó n m a n u a i d e p l in tos y c im i en t o s m 3 4 . 7 8 10 .64 5 0 . 8 6 0 .00 0 . 0 0 0 .00 0 .00 0 .00
145 Re l l eno con ma t e r i a ! d e m e j o r a m i e n t o ( P I E D R A BOÍA) m 3 2 .15 3 1 . 2 1 6 7 . 1 0 0 .00 0 . 0 0 0 .00 0 .00 0 ,00
146 Rep lan t l l l o d e H.S . f ' 0 = 140 Kq / cm2 m 3 1.61 1 2 2 . 7 1 197 . 56 0 .00 0 . 0 0 0 .00 0 .00 0 . 0 0
147 P l in tos H.C. f c = 180 K g / c m 2 m 3 0 .58 1 5 8 . 3 7 9 1 . 8 5 0 .00 0 .00 0 .00 0 .00 0 ,00 .
148 Ho rm i gón H . S . f ' c 2 1 0 K q / c m 2 (s in en co f r ado ) m 3 3 .50 1 4 3 . 8 3 5 0 3 . 4 1 0 .00 O.OO 0 .00 0 .00 / T o . o o ^ 149 A c e r o de r e f u e r z o ( 8 - 1 2 m m con a l a m b r e ga l v an i z ado N° 18 kg 170 .97 2 .05 3 5 0 . 4 9 0 .00 0 .00 0 .00 0 .00
150 Ho rm i gón H.S. f e = 180 K g / c m 2 m 3 0 .39 1 5 8 . 3 7 6 1 . 7 6 0 .00 0 . 0 0 0 .00 0 .00
151 Sum i n i s t r o y co l o cac i ón de c o l u m n a d e m a d e r a d e co l o r ado ( 0 , 15 x 0 ,15 m ) m 23 . 9 4 17 . 87 4 2 7 . 8 1 0 .00 0 .00 0 .00 0 .00 / / 0 .00
152 Sum i n i s t r o y co locac ión d e v igas de m a d e r a de co l o r ado ( 0 , 1 5 x 0 , 15 m) m 3 6 . 0 0 17 . 87 6 4 3 . 3 2 0 .00 0 .00 0 .00 0 .00 Y 0 . 00
153 Sum i n i s t r o y co l o cac i ón de v i que t a s d e m a d e r a ( t i je ras) ( 0 , 15 x 0 ,1 m ) m 2 3 . 7 6 13 . 12 3 1 1 , 7 3 0 .00 0 . 0 0 0 .00 0 .00 y 0 .00
154 Sum i n i s t r o y co locac ión de c o r r e a s d e m a d e r a [0^06 x 0 ,06 m) J m 7 7 . 5 0 7.41 5 7 4 . 2 8 0 .00 0 .00 0 .00 o . o o y 0 . 00
155 Mampos t e r i a d e b l oque E= 0 ,15 m c o n mo r t e r o 1:6 m 2 15 .62 17 .66 2 7 5 , 8 5 0 .00 0 .00 0 .00 0 .00
156 C a j a de r ev i s i ón H.S . f ' c = 180 K g / c m 2 ( 0 , 6 0 m x 0 , 6 0 x 1,0 m inc luye t apa ) u 2 .00 136 . 57 2 7 3 . 1 4 0 .00 0 .00 0 .00 O'.OO 0 . 00
3
157 En luc i do ve i t i c a i p l a t eado f i no m 2 3 1 . 4 0 8 ,66 2 7 1 , 9 2 0 ,00 0 . 0 0 0 ,00 0 .00 0 , 0 0
158 En luc i do ho r i zon ta l p l a t eado f i no m 2 4 8 . 8 8 8 .66 4 2 3 . 3 0 0 ,00 0 . 0 0 0 .00 0 ,00 0 ,00
159 Con t r a p i s o in te r io r tes d e H.S. f e 2 1 0 K q / c m 2 E = 0 , 0 8 m (IncI P I E D R A B O L A tio i n c l uye ma l l a ) m 2 2 .16 2 4 , 8 1 5 3 , 5 9 0 .00 0 . 0 0 0 . 0 0 0 ,00 0 ,00
160 Pue r t a d e ma l l a m 2 7 .56 2 8 . 5 6 2 1 5 , 9 1 0 ,00 0 .00 0 .00 0 ,00 0 , 0 0 161 C a n a l r eco lecc ión a g u a s l luv ias T O O L m 15 .50 14 ,84 2 3 0 , 0 2 0 .00 0 . 0 0 0 ,00 0 ,00 0 .00
162 P rov i s i ón de t ubo d= 50 m m e s t r u c t u r a d e p a r e de s m 150 .71 7 .47 1 ,125 .80 0 ,00 0 .00 0 ,00 0 , 0 0 0 ,00
163 P rov i s i ón e i n s ta l a c i ón d e ma l l a g a l v a n i z a d a 5 0 / 1 0 pa ra e s t r u c t u r a d e p a r e de s m 2 6 5 . 8 3 8 ,41 5 5 3 , 6 3 0 .00 0 .00 0 , 0 0 0 ,00 0 , 0 0
164 Cub i e r t a G A L V A L U M E e = 0,4 m m P R E P I N T A D A m 2 6 1 . 3 3 16 .96 1 ,041 ,00 0 ,00 0 .00 0 , 0 0 0 ,00 0 , 0 0
165 C u m b r e r o G A L V A L U M E m 7 .75 9 ,50 7 3 , 6 3 0 .00 0 .00 0 ,00 0 ,00 0 ,00
166 S a j a n t e d e a g u a s U u v i a s P V C d = 110 m m Un ión y C o d o m 2 0 . 0 0 8 .17 1 6 3 , 4 0 0 ,00 0 .00 0 ,00 0 ,00 0 , 0 0
167 Tube r í a P V C D d = 110 m m m 15 . 00 5,67 8 5 . 0 5 0 .00 0 .00 0 ,00 0 ,00 0 ,00
168 Cana l i z a c i ón P V C d = 160 ( D e s a g ü e ) m 10 . 00 14 . 56 145 , 60 0 ,00 0 .00 0 ,00 0 ,00 0 ,00
169 Sa l i da a g u a s l l uv ias PVC d = 7 5 m m (un i ón y codo) u 2 .00 3 7 , 3 1 7 4 . 6 2 0 .00 0 .00 0 ,00 0 ,00 0 ,00
170 A c o m e t i d a prtncipaí c o n c ondu c t o r 10 m 5 0 . 0 0 j 11 .90 5 9 5 , 0 0 0 ,00 0 .00 0 .00 0 .00 0 ,00
171 I l um inac i ón con c onduc t o r N° 12 u 6 .00 3 1 , 6 0 189 , 60 0 .00 0 .00 0 ,00 0 ,00 0 , 0 0
172 Tomaco r r i e n t e s dob l e s u 2 .00 2 8 . 6 0 5 7 , 2 0 0 ,00 0 .00 0 ,00 0 ,00 0 ,00
173 B r e a k e r d e en chu f e I P 2 0 / 30 A u 1.00 14 ,16 14 ,16 0 .00 0 .00 0 ,00 0 ,00 0 ,00
174 Tab l e r o d e con t ro l 12F - 12 Pun t o s u 1.00 4 9 . 6 0 4 9 , 6 0 0 ,00 0 .00 0 ,00 0 ,00 0 , 0 0
175 Enco f r ado rec to con tab la du r a de m o n t a ñ a 0 .30 m m 2 12 .58 11 , 88 149 , 45 0 .00 0 .00 0 ,00 0 ,00 0 ,00
C A S A D E G U A R D I A N
176 L imp i e za m a n u a i de l t e r r e no m 2 7 3 . 0 8 0 .99 7 2 , 3 5 0 ,00 0 .00 0 ,00 0 ,00 0 ,00
177 E x c a v a c i ó n m a n u a l d e p l i n tos y c im i en t o s m 3 7 .43 10 ,64 7 9 , 0 6 0 .00 0 .00 0 ,00 0 ,00 0 ,00
173 E x c a v a c i ó n h= 3 a 4 ,0 m a m á q u i n a m 3 4 1 . 1 5 5 .44 2 2 3 , 8 6 0 .00 0 .00 0 , 0 0 0 ,00 0 ,00
1 7 9 Re l l eno c o m p a c t a d o sue l o na tu ra l m 3 12 .48 13 ,16 164 ,24 0 .00 0 .00 0 ,00 0 .00 0 ,00
180 Rep l a n t e o y n i ve l a c i ón m a n u a l s i n uh l i zac ión de A P A R A T O S de topogra f í a m 2 7 3 . 0 8 0 ,80 5 8 , 4 6 0 .00 0 .00 0 ,00 0 ,00 0 ,00
181 Re l l eno c o n m a t e n a l de m e j o r a m i e n t o ( P I E D R A B O L A ) m 3 2 .62 3 1 , 2 1 8 1 . 7 7 0 .00 0 . 0 0 0 ,00 0 .00 0 , 0 0
182 Rep lant l l l o d e H.S. f ' c = 140 K g / c m 2 m 3 1.69 1 2 2 . 7 1 2 0 7 , 3 8 0 .00 O.OO 0 ,00 0 , 0 0 0 . 0 0
183 Ho rm i gón H.S . f e = 2 1 0 K g / c m 2 e n c a d e n a s ( 0 , 30 m 0 ,30 m) m 3 2 .00 1 65 , 1 3 3 3 0 , 2 6 0 .00 0 ,00 0 ,00 0 .00 0 , 0 0
184 Ho rm i gón H .S . f e = 2 1 0 K g / c m 2 e n c o l u m n a s ( 0 , 30 m 0 ,30 m ) m 3 1.60 173 . 59 2 7 7 , 7 4 0 . 0 0 0 . 0 0 0 ,00 0 , 0 0 0 ,00
185 Ho rm i gón H.S . f e = 2 1 0 K q / c m 2 e n v i ga s ( 0 , 30 m 0 ,40 m) m 3 0 .44 181 , 99 8 0 . 0 8 0 .00 0 ,00 0 ,00 0 ,00 0 , 0 0
136 Ho rm i gón H.S. f e = 2 1 0 k g / c m 2 e n L O S A M A C I S A e = 0 , 15 m m 3 10 .44 1 8 1 . 9 9 1 ,899 ,98 0 .00 0 . 0 0 0 ,00 0 , 0 0 0 , 0 0
187 A c e r o d e r e f ue r zo ( 8 - 1 2 m m c o n a l a m b r e ga l v an i z ado H° iS kg 4 8 8 . 4 0 2 ,05 1 ,001 .22 0 .00 0 , 0 0 0 .00 0 ,00 0 ,00
188 Ho rm i gón H.S. f e = 180 Kq / cm2 m 3 0 .42 158 . 37 6 6 , 5 2 0 .00 0 ,00 0 ,00 0 ,00 0 ,00
189 Mampos t e r i a de b l oque E= 0 , 15 m c o n mo r t e r o 1:6 m 2 7 6 . 3 2 17 -66 1 ,347 .31 0 .00 0 , 0 0 0 ,00 0 ,00 0 ,00
190 C a j a d e r ev i s i ón H.S. f c e 180 Kq / cm2 (0 , 60 m x 0 ,60 X 1,0 m inc luye t apa ) u 4 . 0 0 136 . 57 5 4 6 , 2 8 0 .00 0 ,00 0 ,00 0 ,00 0 ,00
191 En luc i do hoi- izontal ( Inc! A l i sado) m 2 6 1 . 7 2 8 .66 5 3 4 . 5 0 0 .00 0 , 0 0 0 .00 0 , 0 0 0 ,00
192 Macu lado losa m a s impe rmeab i l i z an t e m 2 146 .86 10 . 46 1 ,536 ,16 0 .00 0 , 0 0 0 ,00 0 ,00 0 ,00
193 En luc ido d e f a j a s m 192 . 48 6 .46 1 ,243 .42 0 .00 0 , 0 0 0 .00 0 ,00 0 ,00
194 En luc i do ve r t i c a l p l a t eado f ino m 2 152 . 65 8 .66 1 ,321 ,95 0 .00 0 .00 0 ,00 0 , 0 0 0 ,00
195 Con t r ap i s o Inter io r tes de H.S. f e 2 1 0 K q / c m 2 E = 0 , 0 8 m (IncI P I EDRA B O L A No i n c l uye ma l l a ) m 2 19 . 08 2 4 . 8 1 4 7 3 . 3 7 0 .00 0 , 0 0 0 . 0 0 0 ,00 0 ,00
196 V id r i o c l a r o de 4 m m m 2 18 , 50 13 . 23 2 4 4 , 7 6 0 .00 0 .00 O.OO 0 ,00 0 , 0 0
197 Pue r ta t a m b o r a d a 0 ,80 m u 3 .00 2 3 4 . 0 0 7 0 2 , 0 0 0 .00 0 ,00 0 .00 0 .00 0 ,00
198 Pue r ta t amt jo rada 0 ,90 m u 2 .00 2 5 5 . 6 0 5 1 1 , 2 0 0 .00 0 . 0 0 0 .00 0 ,00 0 ,00
199 Pue r t a s p r inc ipa les u 2 .00 4 9 5 . 6 0 9 9 1 , 2 0 0 .00 0 , 0 0 0 , 0 0 0 ,00 0 ,00
2 0 0 V e n t a n a d e h i e r ro c o n p ro tecc i ón m 2 18 .50 8 7 . 2 0 1 ,613 ,20 0 ,00 0 .00 0 . 0 0 0 ,00 0 ,00
2 0 1 Pue r ta d e m a d e r a p ape l a d a ( 0 , 85 x 2 ,0 m ) u 1.00 2 6 1 . 6 0 2 6 1 , 6 0 0 ,00 0 , 0 0 0 ,00 0 ,00 0 ,00
2 0 2 P i n tu ra c a u c h o in te r io r dos m a n o s m 2 3 8 . 1 6 3 .22 122 , 88 0 ,00 0 .00 0 .00 0 ,00 0 ,00
2 0 3 P i n tu ra c a u c h o ex t e r i o r dos m a n o s m 2 3 8 . 1 6 3 .22 122 , 88 0 , 0 0 0 ,00 0 ,00 0 ,00 0 .00
2 0 4 Sa l ida P V C d= 1/2" a q u a fr ía u 6 .00 4 5 . 8 3 2 7 4 , 9 8 0 ,00 0 .00 0 .00 0-00 0 .00
2 0 5 Tube r i a P V C d = 1/2" m 12 .87 4 . 8 8 6 2 , 8 1 0 ,00 0 ,00 0 ,00 0 ,00 0 .00
2 0 6 Tube r i a PVC d = 3/4" m 11 .03 4 , 8 8 5 3 , 8 3 0 ,00 0 .00 0 .00 0 ,00 0 .00
2 0 7 A c o m e t i d a d e A g u a Po tab l e P V C d = 3/4" m 2 5 . 0 0 7 ,52 188 , 00 0 .00 0 ,00 0 ,00 0 ,00 0 .00
2 0 8 Vá l vu l a C H E K C RV^ d= 1/2" u 5 .00 2 7 , 3 2 136 , 60 0 .00 O.OO 0 . 00 0 ,00 0 .00
2 0 9 Vá l vu l a C H E K C d= 3/4" R W u 2 .00 3 7 . 2 1 7 4 , 4 2 0 .00 0 ,00 0 ,00 0 ,00 0 .00
2 1 0 L l a v e d e P I CO de l a vande r í a d = 1/2" u 1.00 17 ,71 17 ,71 0 .00 0 . 0 0 0 .00 0 .00
2 1 1 L a v a m a n o s empo t r ab l e J A D E u 2 .00 7 0 . 5 5 141 , 10 0 .00 0 ,00 0 ,00 0-00
2 1 2 Inodo ro g a l a x i a c e n t u r y e í ongado t a n q u e ba jo b l anco u 2 .00 126 , 09 2 5 2 , 1 8 0 .00 0 . 0 0 0 .00 0 ,00
2 1 3 F regade ro de 1 pozo d e a c e r o i nox idab le (IncI gr i fe r ia) u 1.00 114 , 09 114 , 09 0 .00 0 ,00 j 0 ,00 0 ,00 C 2 1 4 Lavap l a to s de h i e r ro en l o zado u 1.00 158 , 49 158 , 49 0 .00 0 .00 0 .00 0 ,00 / /.oo 2 1 5 /accesor ios d e baño (pape l e r a , j a tmne r a , toa l le ro c r omado s ) u 2 .00 8 1 , 9 5 1 6 3 , 9 0 0 .00 0 ,00 0 ,00 0 ,00 / /o.oo 2 1 6 Po r t apape l e s u 2 .00 15 , 02 3 0 , 0 4 0 .00 0 .00 0 .00 0 , 0 0 . / / 0 . 0 0
2 1 7 J a vone r a ( c r omada ) u 2 ,00 2 7 , 3 3 5 4 . 6 6 0 .00 0 ,00 0 ,00 0 ,00 / 0 . 0 0
2 1 8 D u c h a senc i l l a c r o m a d a d = 1/2" u 2 .00 4 0 , 4 0 8 0 , 8 0 0 .00 0 .00 0 .00 0 ,00 J 0 . 00
2 1 9 Mexc l ado ra 2 f un c i one s B R I G S d- 1/2" u 2 ,00 5 7 . 1 6 114 ,32 0 .00 0 ,00 0 ,00 0 .00 / 0 . 0 0
2 2 0 B a j a n t e d e a g u a s s e r v i d a s P V C d= 110 m m Un ión y C o d o u 5 .00 8 ,17 4 0 , 8 5 0 .00 0 .00 0 .00 0 ,00 / 0 .00
i i i i i i i i i i i i i i l l l i i i i l i i i i
i i i i i i i i i i i i l i i i i i i i i i i i i
i i i l i i i i i i i i i i i i i i i p i i i i i i i i l i i i i i i i l i i l i i i i i i i i i i i i l i i i i i i i l l
i i i i i i i i i i i i i i i i i i i f e i i i i i i l i i i i i i i i i i i i l i i i i i i i i i l i i i i i i i l i l l i i
l l i i i i i i i i i i N i i i i 1 1 1 i i l l i i l l i i i l l l i i i l l l i i l i i i i i i i i i l
2 8 4 Pue r t a de m a d e r a pane l ada ( 0 , 85 x 2,0 m) u 1.00 2 6 1 . 6 0 2 6 1 . 6 0 0 .00 0 . 0 0 0 , 0 0 O.OO 0 ,00 2 8 5 Cub i e r t a G A L V A L U M E e = 0,4 m m P R E P I N T A D A m 2 6 1 . 2 0 16 . 96 1 ,037 ,95 0 .00 0 .00 0 .00 0 .00 0 ,00 2 8 6 Cub i e r t a G A L V A L U M E m 7 .65 9 . 50 7 2 , 6 3 0 .00 0 .00 0 ,00 0 .00 0 . 0 0 2 8 7 Sa l ida P V C d = 1/2" a q u a fr ia u 3 .00 4 5 . 8 3 137 , 49 0 .00 0 .00 0 .00 0 .00 0 ,00 2 8 8 Tube r i a P V C d = 1/2" m 12 .85 4 . 88 6 2 , 7 1 0 .00 0 .00 0 ,00 0 .00 0 .00 2 8 9 A c o m e t i d a d e A g u a Po tab l e P V C d = 1/2" m 2 5 . 0 0 4 . 88 122 , 00 0 .00 0 .00 0 .00 0 .00 0 ,00 2 9 0 V á l v u l a C H E K C R W d = 1/2" u 2 .00 2 7 . 3 2 5 4 . 6 4 0 .00 0 .00 0 ,00 0 .00 0 ,00 2 9 1 U a v e de P ICO d e l a vande r í a d = 1/2" u 1.00 17 .71 17 .71 0 .00 0 .00 0 .00 0 .00 0 ,00 2 9 2 i_avamanos e m p o t r a b l e J A D E u l .OO 7 0 . 5 5 7 0 . 5 5 0 .00 0 .00 0 ,00 0 .00 0 ,00 2 9 3 Inodo ro ga l a x i e c e n t u r y a l ongado t a n q u e ba jo b lanco u 1.00 126 . 09 126 . 09 0 .00 0 .00 0 .00 0 .00 0 ,00 294 A c ce so r i o s d e baño (pape l e r a , j a b o n e r a , toa l l e ro c r omado s ) u 1.00 8 1 . 9 5 8 1 . 9 5 O.OO 0 .00 0 ,00 0 .00 0 ,00 2 9 5 Cana l i z a c i ón P V C d = 75 m m ( I n c l u ye a c ceso r i o s ) u 6 .00 3 7 . 3 1 2 2 3 . 3 6 0 .00 0 .00 0 .00 0 .00 0 .00 2 9 6 B a j a n t e d e a g u a s L l uv i a s P V C d= 110 m m Un ión y C o d o m 4 . 90 8 .17 4 0 . 0 3 0 .00 0 . 0 0 0 ,00 0 .00 0 ,00 2 9 7 Tube r i a P V C d = 110 m m m 2 0 . 9 2 5 .67 118 .62 0 .00 0 .00 0 ,00 0 .00 0 ,00 2 9 8 Cana l i z a c i ón P V C d = 160 ( D e s a g ü e ) m 2 5 . 0 0 14 . 56 3 6 4 . 0 0 0 .00 0 . 0 0 0 ,00 0 .00 0 , 0 0 2 9 9 Sa l ida a g u a s l luv ias PVC d = 7 5 m m (un i ón y codo ) u 2 .00 3 7 . 3 1 74 . 62 0 .00 0 . 0 0 0 ,00 0 .00 0 .00 3 0 0 Re i í l l a in te r io r d e p i so d = 5 0 m m u 1.00 2 1 . 9 1 2 1 . 9 1 0 .00 0 .00 0 . 0 0 0 .00 0 .00 3 0 1 Rej i l la de a l um in i o d = 3" u 1.00 12 . 60 12 . 60 0 .00 0 .00 0 ,00 0 .00 0 .00 3 0 2 Tube r i a C O N O U I T d = 1/2" ( In c l uye a c ceso r i o s ) m 3 0 . 0 0 4 . 3 9 131 . 70 0 .00 0 . 0 0 0 ,00 0 .00 0 ,00 3 0 3 A c ome t i d a pr inc ipa l con c ondu c t o r N " 10 m 7 5 . 0 0 11 . 90 8 9 2 . 5 0 0 .00 0 . 0 0 0 ,00 0 .00 0 . 0 0 3 0 4 I l um inac i ón c o n c onduc t o r N" 12 u 6 .00 3 1 . 6 0 189 . 60 0 .00 0 .00 0 ,00 0 .00 0 ,00 3 0 5 Tomaco r r i e n t e s dob l e s u 4 . 00 2 8 . 6 0 114 . 40 0 .00 0 . 0 0 0 ,00 0 .00 0 .00 3 0 6 Co l o c a c i ón de ca j e t i nes C a j a r e c t angu l a r ba j a u 4 . 00 1.20 4 , 8 0 0 .00 0 . 0 0 0 ,00 0 .00 0 , 0 0 3 0 7 B r e a k e r de en chu f e t P 2 0 / 3 0 A u 1.00 14 .16 14 .16 0 .00 0 .00 0 ,00 0 .00 0 .00 3 0 8 Tab l e ro d e con t ro l 12F - 12 Pun to s u 1.00 4 9 . 6 0 4 9 , 6 0 O.OO 0 .00 0 ,00 0 .00 0 ,00 3 0 9 D u c h a c r o m a d a e l éc t r i ca 120 V 1 000 A u 1.00 9 0 . 0 4 9 0 . 0 4 0 .00 0 .00 0 ,00 0 .00 O.OO
3 1 0 Ho rm i gón c i c l ópeo 6 0 % H S 4 0 % p i ed ra m 3 0 .58 112 . 19 6 5 . 0 7 0 .00 0 ,00 0 ,00 0 .00 0 ,00
311 Enco f r ado r ec to con tab la du r a de m o n t a ñ a 0 .30 m m 2 1.08 11 . 88 12 . 83 0 .00 0 .00 0 ,00 0 .00 0 , 0 0 C I E R R E D E L B O T A D E R O
C I E R R E T E C N I C O D E L B O T A D E R O
312 C e r r a m i e n t o p rov i s i ona l ( h= 2.4 m) m 3 0 . 0 0 2 1 . 9 5 6 5 8 . 5 0 0 .00 0 , 0 0 0 ,00 0 . 0 0 0 ,00 3 1 3 Bodega y Of i c ina m 2 4 0 . 0 0 4 2 . 8 4 1 ,713 .60 4 0 . 0 0 4 0 , 0 0 0 , 0 0 1 ,713 .60 1 ,713 .60 3 1 4 L imp i e za M a n u a l del T e r r eno m 2 1 7 , 1 5 5 . 1 1 0 .99 1 6 , 9 8 3 . 5 6 1 1 , 1 5 5 . 4 7 1 1 , 1 5 5 , 4 7 0 ,00 11 , 043 . 92 11 , 043 . 92 3 1 5 Rep l an t eo y n i ve lac ión con u s o d e a pa r a t o s topográ f i cos m 2 1 7 , 1 5 5 . 1 1 1.65 2 8 , 3 0 5 . 9 3 1 1 , 1 5 5 . 4 7 1 1 , 1 5 5 , 4 7 0 ,00 1 8 , 4 0 6 , 5 3 1 8 , 4 0 6 , 5 3 3 1 6 E x c a v a c i ó n manua l d e p l in tos y c im i en t o s m 3 2 4 8 . 3 6 10 .64 2 , 6 42 . 5 5 2 5 . 7 0 2 7 7 . 4 3 3 0 3 , 1 8 2 7 3 . 4 5 2 , 9 52 . 3 9 3 , 225 . 84 317 E x c a v a c i ó n h= 3 a 4 m a máqu i n a m 3 8 , 2 8 0 . 0 0 5 .44 4 5 , 0 4 3 . 2 0 1 2 , 4 7 7 . 5 8 1 2 , 4 7 7 , 5 8 0 ,00 6 7 , 8 7 8 , 0 4 6 7 , 8 7 8 , 0 4
3 1 8 Re l l eno con ma te r i a l de m e j o r a m i e n t o (p i ed ra bola) m 3 2 4 . 0 0 3 1 . 2 1 7 4 9 . 0 4 0 .00 0 ,00 0 .00 0 .00 0 ,00
3 1 9 Re l l eno con sue l o na tu r a l m 3 1 ,044 .58 13 . 16 1 3 , 7 4 6 . 6 7 1 ,656 .55 4 , 5 1 1 . 8 3 6 , 168 , 38 2 1 , 8 0 0 , 2 0 5 9 , 3 7 5 , 6 8 8 1 , 1 7 5 . 8 8
3 2 0 Ho rm i gón H.S f ' c = 180 k q / c m 2 m 3 9 3 . 8 7 158 . 37 14 , 866 . 19 0 .00 0 ,00 0 ,00 0 .00 0 ,00 321 Bord i l lo p re fab r i cado de ho rm ig - í on t ipo pe s ado m 3 3 9 . 1 8 2 0 . 8 7 7 , 0 78 . 6 9 0 .00 0 ,00 0 ,00 0 ,00 0 .00 3 2 2 C a j a d e r e v i s i ón H . S f c=: 180 k g / c m 2 ( 0 , 6 0 x 0 , 6 0 x l , 0 m , i n c l u y e t apa ) u 10 .00 136 . 57 1 ,365 .70 2 .00 2 ,00 0 ,00 2 7 3 . 1 4 2 7 3 , 1 4 3 2 3 Pue r t a Veh i c u l a r y pea tona l de ma l l a (t ipo s i e r ra ) ( 4 , 0 x 2 , l O m ) u 1.00 5 9 7 . 1 4 5 9 7 . 1 4 0 .00 0 ,00 0 ,00 0 ,00 0 .00 324 C e r r a m i e n t o con pos te s d e m a d e r a y a l a m b r e de púas ( 10 filas) m 6 9 2 . 2 8 2 7 . 3 4 13 , 926 . 94 4 3 8 . 0 0 0 .00 4 3 8 , 0 0 1 1 , 9 7 4 , 9 2 0 .00 1 1 , 9 7 4 , 9 2
3 2 5 Sum in i s t r o y co locac ión de g e o m e m b r a n a e= 1,5 m m (Geo tex t i l n o te j ido 5 0 0 0 NT) m 2 3 , 6 2 4 . 0 5 9 . 33 3 3 , 8 1 2 . 3 9 3 , 3 1 3 . 3 5 3 , 8 1 8 , 3 5 0 ,00 3 5 , 6 2 5 , 2 1 3 5 , 6 2 5 , 2 1 3 2 6 Sum in i s t r o y co l o cac i ón de geo tex t i l (Geo tex t i l Fo r t ex B X - 4 0 ) ( 1 4 8 0 N ) 2 3 0 q /m2 m 2 2 , 6 88 . 0 0 4 . 0 3 1 0 , 8 3 2 . 6 4 1 ,250 .12 0 .00 1 ,250,12 5 , 0 37 , 98 0 ,00 5 , 037 . 98 327 C o n f o r m a c i ó n - C ompa c t a c i ó n s u b r a s a n t e m 2 1 ,063.68 0 . 73 7 7 6 . 4 9 1 ,640 .00 1 ,640 ,00 0 .00 1 ,197 ,20 1 ,197 ,20 3 2 8 S u b base c l a se 11 m 3 5 3 1 . 8 4 2 9 . 1 9 15 , 524 . 41 0 .00 0 ,00 0 .00 0 .00 0 .00
3 2 9 B a s e C l a s e 11 m 3 3 1 9 . 1 0 3 5 . 1 9 1 1 , 2 29 . 1 3 0 .00 0 , 0 0 0 .00 0 ,00 0 ,00
3 3 0 D r e n d e e x c a v a c i ó n de a gua s de pe r co l ado (Tuber ia P V C d= 160 m m I n d . Geo tex t i l ) (h p r omed i o 0 , 9 0 m ) m 3 3 . 8 8 2 9 . 3 8 1 ,142 .29 6 5 . 2 0 6 5 , 2 0 0 .00 1 ,915 .58 1 ,915 .58
. 331 D r e n d e e x c a v a c i ó n de a g u a s de pe r co l ado (Tuber ía P V C d= 2 0 0 m m I n d . Geo t e x t i l ) (h p r omed i o 0 , 9 0 m ) m 2 8 . 8 0 3 4 . 7 8 1 ,001 .66 3 6 1 . 7 0 3 6 1 , 7 0 0 .00 1 2 , 5 7 9 , 9 3 1 2 , 5 7 9 , 9 3
332 Con s t r u c c i ón d e C h i m e n e a pa ra g a s e s (h p r omed i o= 3,5 m ) (Tipo s ie r ra ) u 3 .00 2 2 3 . 4 1 6 7 0 . 2 3 3 .00 0 .00 3 ,00 6 7 0 . 2 3 0 .00 6 7 0 . 2 3
3 3 3 P repa rac i ón de sue lo de s i e m b r a , c o n t i e r ra v ege t a l y a r e n a d e río e= 0 , 15 m m 3 4 0 3 . 2 0 15 .32 6 , 1 7 7 . 0 2 2 8 3 . 6 2 0 .00 2 8 3 , 6 2 4 , 3 4 5 . 0 6 0 ,00 4 , 3 4 5 , 0 6
3 3 4 E n c e s p a d o con K Í K U Y O ( C h a m b a ) ( con a g u a t r anspo r t e ) m 2 2 , 688 . 00 4 , 8 0 12 , 902 . 40 2 , 3 36 . 28 0 .00 2 , 8 3 6 , 2 3 13 , 614 . 14 0 .00 1 3 , 6 1 4 , 1 4 3 3 5 Sum in i s t r o y co locac ión d e ma te r i a l d e f i l t ro (L IMO) m 3 5 3 7 . 6 0 11 . 20 6 , 0 2 1 . 1 2 0 .00 0 ,00 0 ,00 0 ,00 0 ,00
336 S u b B a s e C l a s e I m 3 3 9 5 . 1 4 3 0 , 7 0 12 , 130 . 80 0 .00 0 ,00 0 .00 0 . 0 0 0 ,00
3 3 7 B a s e C i a se I m 3 4 9 3 . 9 3 3 2 . 1 9 1 5 , 8 9 9 . 6 1 0 .00 0 ,00 0 ,00 0 .00 0 ,00
F O S A S E P T I C A
3 3 8 L imp i e za m a n u a l del t e r r eno m 2 2 .38 0 ,99 2 .85 O.OO 0 ,00 0 .00 0 .00 O.OO
3 3 9 E x c a v a c i ó n manua l de p l in tos y c im i en t o s m 3 8 .01 10 ,64 8 5 . 2 3 0 .00 0 ,00 0 ,00 0 .00 0 ,00
3 4 0 Rep l an t eo y n i ve l a c i ón m a n u a l s in ut i l i zac ión d e a pa r a t o s topog rá f i cos m 2 2.38 0 ,30 2 .30 0 .00 0 ,00 0 .00 0 .00 0 , 0 0 341 Desa l o j o conca r re t i l l a , d i s tanc i a 5 0 m , ma te r i a l s e co m 3 8.01 5 ,78 4 6 . 3 0 0 .00 0 .00 0 ,00 0 ,00 0 , 0 0
3 4 2 Rep lan tmo H.S f ' c = 140 k g / c m 2 m 3 0 .18 122 , 71 2 2 . 0 9 0 .00 0 ,00 0 .00 0 ,00
3 4 3 Ho rm igón H.S f c= 2 1 0 k g / c m 2 (s in enco f r ado ) m 3 2 .39 1 43 , 8 3 3 4 3 . 7 5 0 .00 0 .00 0 ,00 0 ,00 0 . 0 0
3 4 4 A c e r o d e re fue r zo ( 8 - 12 m m c o n a l a m b r e ga l v an i z ado N. 18) kg 195 . 61 2 .05 4 0 1 . 0 0 0 .00 0 , 0 0 0 .00 0 .00 O.OO" y
3 4 5 Ca j a de r ev i s i ón H.S f'c~ 1 80 k q / c m 2 ( 0 , 6 0 x 0 , 6 0 x l , 0 m , i n c l uye t apa ) u 2 .00 136 , 57 2 7 3 . 1 4 0 .00 0 . 0 0 0 .00 0 .00
i 3 3 4 6 En luc i do ve r t i ca l pa l e t eado fino m 2 10 . 13 8 .66 3 7 . 7 3 0 .00 0 ,00 0 .00 0 , 0 0 0 .00
3 4 7 Tube r í a P V C d = 75 m m m 2 .50 4 . 31 10 .78 0 .00 0 .00 0 .00 0 ,00 0 .00
3 4 8 Cana l i z a c i ón P V C d= 75 m m m 0 .60 5.51 3 .31 0 .00 0 ,00 0 .00 0 .00 0 .00
3 4 9 Cana l i z a c i ón P V C d= 160 m m m 1.20 14 .56 17 .47 0 .00 0 . 0 0 0 ,00 0 ,00 0 .00
3 5 0 En co f r a do r ec to con t ab l a d u r a d e m o n t a ñ a 0 ,30 m m 2 14 . 05 11 . 83 166 . 91 0 . 0 0 0 , 0 0 0 .00 0 ,00 0 .00
G A R I T A D E C O N T R O L
3 5 1 L imp ieza Manua l del T e r r eno m 2 6 .25 0 .99 6 . 1 9 0 .00 0 ,00 0 ,00 0 ,00 0 . 0 0
3 5 2 A c e r o e s t r u c tu r a l pa ra cub i e r t a t ipo C E R C H A ( con uso de andam i o s ) k g 5 6 . 2 4 3 .83 2 1 5 . 4 0 0 .00 0 ,00 0 ,00 0 .00 0 . 0 0
3 5 3 Mampos t e r i a d e FIbrolit D E C O C E M m 2 10 . 23 2 1 . 1 2 2 1 6 . 0 6 0 .00 0 ,00 0 ,00 0 ,00 0 . 0 0
354 Due l a c h a n u i m 2 1.44 2 4 . 7 3 3 5 . 6 1 0 .00 0 ,00 0 ,00 0 , 0 0 0 .00
3 5 5 C e r r a d u r a l l ave - l l ave u 1.00 3 3 . 0 0 3 3 . 0 0 0 .00 0 ,00 0 ,00 0 , 0 0 0 .00
3 5 6 Pue r t a t a m b o r a d a 0 ,80 m u 1.00 2 3 4 . 0 0 2 3 4 . 0 0 0 .00 0 ,00 0 ,00 0 ,00 0 . 0 0
3 5 7 V e n t a n a de a l um in i o fija m 2 1.00 8 5 . 8 0 3 5 . 8 0 0 .00 0 .00 0 ,00 0 ,00 0 . 0 0
358 P i n tu ra c a u c h o c ie lo r a zo m 2 2 0 . 4 6 3 .22 6 5 . 8 8 0 .00 0 ,00 0 ,00 0 ,00 0 .00
3 5 9 Cub i e r t a G A L V A L U M E e = 0.4 m m P R E P I N T A D A m 2 3 .84 16 . 96 6 5 . 1 3 0 .00 0 .00 0 ,00 0 ,00 0 .00
3 6 0 I l um inac i ón c o n c onduc t o r N. 12 u 1.00 3 1 . 6 0 3 1 . 6 0 0 .00 0 ,00 0 ,00 0 ,00 0 . 0 0
361 Tomaco r r í e n t e s dob l e s u 1.00 2 8 . 6 0 2 8 . 6 0 0 .00 0 ,00 0 ,00 0 , 0 0 0 .00
L A G U N A D E E V A P O R A C I O N EN E L C I E R R E T E C N I C O
362 D e s h a n q u e a m a n o ( I n d . Ta l ude s ) m 3 7 3 . 9 2 9 .84 7 2 7 . 3 7 0 .00 0 , 0 0 0 ,00 0 ,00 0 .00
3 6 3 E x c a v a d ó n h= 3 a 4 ,0 m a m á q u i n a m 3 3 0 . 0 0 5.44 163 . 20 0 .00 0 ,00 0 ,00 0 ,00 O.OO
364 Re l l eno c o m p a c t a d o c o n m a t e n a l d e m e j o r a m i e n t o ( L A S T R E ) m 3 16 . 25 2 0 . 2 4 3 2 8 . 9 0 0 .00 0 ,00 0 ,00 0 ,00 0 .00
3 6 5 Re l l eno c o m p a c t a d o sue l o na tu r a l m 3 6 0 . 0 0 13 . 16 7 8 9 . 6 0 0 .00 0 ,00 0 ,00 0 ,00 0 .00
3 6 6 Sum i n i s t r o y co l o cac i ón d e g e o m e m b r a n a e= 1.5 (Geo tex t i l n o tej ido 5 0 0 0 NT) m 2 2 1 2 . 3 7 9 . 33 1 ,981 .41 0 .00 0 ,00 0 ,00 0 ,00 0 .00
3 6 7 Sum i n i s t r o y co locac ión de geo tex t i l (Geo tex t i l Fo r tex B X - 4 0 ( 1 4 8 0 N) 230 g /m2 m 2 2 1 2 . 3 7 4 . 03 8 5 5 . 3 5 0 .00 0 .00 0 ,00 O.OO 0 .00
3 6 8 Sum in i s t r o y co l o cac i ón d e de ma te r i a l de filtro ( ARENA) s ob r e t e r r e no m 3 12 . 19 4 1 . 8 0 5 0 9 . 5 4 0 .00 0 ,00 0 , 0 0 0 ,00 0 .00
3 6 9 C o n f o r m a c i ó n - c ompac t a c i ó n s u b r a s a n t e (a m á q u i n a ) m 2 8 1 . 2 5 0 . 73 59 .31 0 .00 0 .00 0 ,00 0 .00 0 .00
T O T A L E S 929 ,883 .67 64^979.82 3 1 4 , 8 3 8 . 2 1 379 ,818 .03
I VA (12 % ) 7 , 7 97 , 5 8
T O T A L 72,777 .40
VALOR DE ESTA PLANILLA 6 4 , 9 7 S . 8 2 DEDUCCIONES ANTICIPO P, GARAT. FISCALIZ. SER. ADHIS. IMP. RENTA
4 0 , 0 0 % 0 % 0 % 0 % 1%
ANTICIPO 40 % 25,991.93 To ta l de l an t i c i po 371,953.47
FONDO DE GARANTÍA 0% 0 . 0 0 Esta p l an i l l a 25,991.93 0.00 0.00 0.00 649.80
SERV. ADMINISTRATIVOS 0% e.M To ta l an te r i o r 125,935.29 0.00 0.00 0.00 3,148.38
FISCAUZACION 0% 0.00 To t a l a la f e cha 151,927.22 0 .00 0 .00 0 .00 3 , 798 . 18
IMPUESTO RENTA 1% 649.80 r , /
OTRAS DEDUCCIONES (multas) 0.00 ' / T O T A L D E D U C C I O N E S 25,641.73
T O T A L A P A G A R S E $ 3 8 , 3 3 8 . 0 9 S A L D O D E L A N T I C I P O 220,026.25
S o n : T R E I N T A Y O C H O M I L T R E S C I E N T O S T R E I N T A Y Op t cTEoN 0 9 / i d k USD,
^ a l d o V á s q u e z J .
ADMINISTRADOR DE CONTRATO
I n g . í Rod r í gue z P.
LIZADOR
I n g . Fab ián Je r ves I.
CONTRATISTA
14 de Diciembre del 2015
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