Lp 14 Acobamba y Huancavelica 4,2

8/16/2019 Lp 14 Acobamba y Huancavelica 4,2

1/35

SI O P ág ina

PresupueM n n r i 8 4 2 .'~ . .P resupues t o 0502018 " In s ta la c ió n d e l s e r vi ci o d e a g u a d el s i st e m a d e r ie g o d e l os c e nt ro s p o b la d o s d e l a N a c ió n C h a p ec a d e l os di st ri to s d e P a u c a rá

y Y a u l j d e l a s P r o v in c i a s d e A c o b a m b a y H u a n c a v e li c a d e l d e p a r t a m e n to d e H u a n c a v e li c a "

C l iente S 10 S . A . C o st o a l 3111012015

L u g a r H U A NC A VE L lC A . H U A N CA V E LlC A . Y A UL I

I tem De s c r i p c ión U n d. M e tra do P r e c i o 5 / . Parcial S I.

'0 0 O B R A S P R O V I S IO N A L E S 10,589.36

'00,01 M O V IL lZ A CI O N y D E S MO V IL lZ A CI O N D E E Q U IP O S Y H E R R AM IE N T AS P A R A L A G LB 1.00 5 ,66 1 ,12 5 ,66 1 .12

0.02 C A MP A ME N T O D E M A DE R A T E C HO D E C A LA M IN A m 2 100.00 38 .26 3,826.00

0.03 C A R TE L DE I DE N T IF IC A CI O N D E L A O B R A D E 3 .6 0 X 4. 20 M G LB 1.00 1.102.24 1,102.24

01 S IS T E M A D E R I EG O W A R IC C AC C A. H U AC H HU A 319 ,057.57

01 .01 O B R A S P R O V I S IO N A L E S

01.02 C A PT A C IO N D E L A DE R A W A R IC C AC C A Q = 3 LP S 2,578.95

01.02.01 O B R A S P R E L IM IN A RE S 14 .52

01.02.01.01 L IM P IE Z A D E T E R R EN O M A NU A L m 2 12.00 0 ,23 2.7 6

01.02.01.02 T R A ZO Y R E P L AN T E O m 2 12.00 0 ,9 8 11 .7 6

01.02:02 M O V IM IE N T O D E T I ER R A S 160 .91

01.02.02.01 E X CA V AC IO N E N M A T ER I AL S UE L T O m3 6.35 25,34 16 0.9 1

01.02,03 O B R A S D E C O N CR E T O S IM P L E 119 .13

01.02.03,01 C O NC R E T O F 'C = 10 0 K G /C M 2. P AR A S O L A DO S Y/ O SUB -B ASES m3 0.11 126 .74 13 , 94

01.02.03.02 C O NC R E T O S I MP L E F C = 1 0 0 K G /C M 2 m3 0.83 126 .7 4 105 .19

01 ,02 .04 O B R AS DE CO NCR E TO 1,109.75

01,02.04.01 C O NC R E TO SI MP L E F C = 17 5 K G /C M 2 m3 1,82 30254 550 , 62

01.02.04.02 E N CO F R A DO Y D E S EN C OF R A DO N O R M AL M2 19 , 55 28 .60 559 .13

01.02.05 ACERO 147 .52

01.02.05.01 A CE R O E S TR U CT U RA L F y = 4 20 0 k g/ c m2 kg 38.12 3,87 147 .52

01.02,06 R E V O Q U ES Y E N L UC ID O S 240 .78

01.02.06.01 T A R R A J E O E N I N T ER I O R E S C O N I M P E R M E AB I L lZ A N T E S m2 6 . 60 26 .35 17 3 .91

01.02.06,02 T A R R AJ E O E N E X T ER I O RE S A C AB A DO C O N C E M EN T O -A R E NA m2 3,95 16 .93 6 6 .87

01,02.07 F I LT R O S D E G R A V A 84 .36

01 ,02 .07 ,01 F ILT RO DE AR ENA m3 0 .38 100.35 38,13

01 ,02 .07 ,02 F ILT RO DE G RAVA m3 0.7 4 62 .4 7 46 , 23

01.02.08 V A LV U L AS y A C CE S O R IO S 365 .60

01,02.08,01 I N S T AL A C IO N D E A C C E S O R IO S un d 1,00 365 .60 365 , 60

01 ,02 .09 CAR PINTE R IA ME T AL lCA 312.93

01.02.09,01 I N S T AL A C IO N D E T A P A M E T A L lC A P I CAP TACIO N un d 1.00 312 , 93 312,93

01 .02 .10 P INT UR A 23 .45

01,02.10,01 P I NT U R A E N M U R O S E X T E RI O R ES m2 4.50 5,21 23 .45

01.03 C A PT A CI O N D E L A DE R A S O L AS C U CH O Q = 1 .8 L P S 4 , 964 .40

01.03,01 O B R A S P R E L IM IN A R ES 33.88

01.03.01.01 L I MP I EZ A D E T E R R E NO MA N UA L m 2 28 ,00 0 .23 6 . 44

01.03.01.02 T R A Z O Y R E P L AN T EO m 2 28 ,00 0 .98 27 , 44

01.03.02 M O V I M IE N T O D E T I E R R A S 132.27

01,03.02,01 E X C AV A CI O N E N M A TE R IA L S UE L T O m 3 5.22 25 ,34 132 .27

01.03.03 O B R A S D E C O NC R E TO S I MP L E 558 .92

01.03.03.01 C O N CR E T O F C = 10 0 K G /C M 2. P AR A S O L A DO S Y /O S U B -B A S ES m 3 3.46 126 .7 4 438 .52

01.03.03.02 C O N CR E T O S IM P L E F C = 10 0 K G /C M 2 m 3 0,95 126 .7 4 120 .4 0

01.03.04 O B R A S D E C O NC R E TO 2,104.09

01.03.04.01 C O N CR E T O S IM P L E F C = 17 5 K G /C M 2 m 3 3 ,4 4 302.54 1,040.74

01,03.04.02 E N CO F R A DO Y D E S EN C OF R A DO N O R M AL M 2 37,18 2860 1,063.35

01 ,03.05 ACE R O

01,03.06 A CE R O E S T RU CT U RA L F y = 4 2 00 k g/ c m2 kg 70.34 3.87 272 .22

01.03.07 R E V O Q UE S Y E N L UC ID O S 500 .47

01,03.07,01 m 2 11.36 26 .35 299 .34

01.03.07,02 T A R R AJ E O E N E X T E m 2 11.88 16 .93 201.13

01.03.08 F IL T R O S D E G R A V A 82.28

01.03,08.01 F IL T R O D E A R E NA m3 0 ,27 100 .35 27.09

01.03.08.02 F IL T R O D E G R A V A m3 0 ,55 100 .35 55,19


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8 1 0 Pág i na

presupuesttl non ()841 . __Pres upues t o 0502018 "Instalación del servicio de aguadel sistema de riego de los centros poblados de la Nación p a e os Istn os ce aucará

y Yau li de l as Prov inc ias de Ac obamba y H uanc av el ic a de l depar tamento de H uanc av el ic a "

Cliente S10 S.A. Costo a l 3111012015

Luga r H U AN C A VE L lC A . H U AN C A VE L lC A . Y A U LI

Item Descripción U nd. Melrado Precio S I. Parcial S I.

01.03.09 V A LV U L AS y A C C ES O R IO S 609.40

01.03.09.01 I N ST A L AC I O N D E A C C ES O R IO S 1 0 11 / 2" o c , 2 .00 304.70 609.40

01.03.10 CARPI N TERI A MET ALlCA 625.86

01.03.10.01 I N ST A L AC I O N D E T A PA M E T A lI C A P I C A PT A C IO N un ' 2 .00 312.93 625.86

01 .03 .11 PINTURA 45.01

01 . 03 . 11 . 01 P IN T U R A E N M U R O S E X T E RI O R ES m2 8 6 4 5 ,21 45.01

01.04 RESERVa RlO D E C O NC R ET O A R AM A DO ( C :3 00 M 3 ) 113,572.01

01.04.01 O B R A S P R E LI M IN A R ES 358.92

01.04.01.01 L I M PI EZ A D E T E R R EN O M A N UA L m2 638.00 0,23 146.74

01.04.01.02 T RAZ O Y REPLAN TEO m2 216.51 0,98 212.18

01,04 .02 M OVIM IEN TO DE TIERRAS 56,237.38

0 1.0 4.0 2.0 1 E XC AV AC IO N E N M AT ER IAL S UE LT O m3 902.63 25,34 22,872.64

0 1.0 4.0 2, 02 E XC AV AC IO N E N R OC A S UE LT A m3 592.63 31.68 18.774.52

01,04.02.03 E l IM I N AC I O N D E M A T E RI AL E X C E DE N T E m3 1 ,869.07 7.60 14,204.93

01 .04 .02,04 PER FIL ADO E =0.1 5 M m2 277 .19 1 .39 385.29

01,04 .03 O BR AS DE C ON CRETO SIM PLE 5,938.96

01.04.03,01 C O N C R E TO F ' C= 1 0 0 K G / C M 2P A RA S O L A DO S Y/ O SUB-BASES m3 7.56 126 .74 958.15

0 1.0 4.0 3.0 2 C ON CR ET O C IC LO PE O F C= 14 0K G/C M2 + 30 %P P. m3 12.49 206 . 00 2,572.94

0 1.0 4,0 3.0 3 C ON CR ET O C IC LO PE O F C= 14 0K GIC M2 + 30 %P M. m3 11.74 205.10 2,407,87

01.04 .04 O BR AS DE C O N CRETO 38,362.10

01.04.04.01 C O N C R E TO F 'C = 2 1 0 K G / C M 2 m3 61.94 432.23 26,772.33

0 1.0 4,0 4.0 2 E NC OF RAD O Y DE SE NC OF RA DO N O RM AL M2 180.72 28 . 60 5,168.59

01.04.0 4.0 3 AC ER O EST RU CTU RAL F y = 4 200 kg l c m2 kg 1,659.22 3.87 6,421,18

01.04.05 C E R C O P E R IM E T R IC O D E P U AS 562,93

01.04.05.01 C E R C O P E R IM E T R IC O C O N P U AS m 336.30 0,95 319.49

01.04.05.02 S U M IN IS T R O Y C O L O C AC I O N D E R O L L lS O S un ' 34,00 7.16 243.44

01.04.06 R EVO QU ES Y ENLU CIDO S 8,354.81

0 1. 04 ,0 6.0 1 T AR R AJ EO E N E XT ER IO R ES A CA BA DO C ON C EM E NT D- AR EN A m2 40.53 16.93 686,17

01.04.06.02 T A R R AJ E O E N I N TE R IO R E S C O N I M PE R M E A8 1 L 1Z A NT E S m2 291.D 3 26,35 7,668.64

01.04.07 J U NT A W A TE R S T OP 8 " 1,545.18

01,04.07.01 J U N TA S W A T ER S T O P D E P .V . C, D E 8 ". P R O VI S IO N y C O L O C AD O m 62,94 24 ,55 1 ,545.18

01,04.0 8 IN ST ALAC IO N DE AC CES OR IO S Y O TR OS 1,091.79

0 1, 04 .0 8.0 1 IN ST AL AC IO N D E T AP A M E TA lIC A un ' 1,00 188,58 188.58

0 1, 04 .0 8,0 2 IN ST AL AC IO N DE E SC AL ER A T IPO G AT O un ' 1.00 168.78 168.78

0 1, 04 .0 8.0 3 IN ST A LA CIO N DE P UE RT A D E M AD ER A R US TIC A o c , 1.00 197.73 197.73

01,04.08,04 IN ST ALACIO N DE ACC ESO RIO S PARA RESER VO R IO G LB 1.00 536 .70 536,70

01.04.09 PINT URA 123.89

0 1, 04 .0 9,0 1 PIN TU RA E N M UR OS E XT ER IO RE S m2 23 .78 5 .21 123.89

01,04.10 S IST EM A DE DR EN AJE 996,05

0 1, 04 .1 0.0 1 S UM IN IS TR O y C OL OC AC IO N D E AR CIL LA m3 1.77 20.84 3 6 8 9

01.04.10.02 S U M IN IS T R O y C O L O C AC I O N D E G R A VA O C A N TO R OD A DO m3 11.47 32.29 370.37

01.04.10.03 I N ST A LA C IO N D E T U B E RI A P V C S A L P E R FO R A DO m 50.54 11.65 588.79

01.05 C AM ARA DE REUN IO N DE C AUDALES 912.92

01.05,01 O BR AS PRELIM INAR ES 1.21

0 1.0 5,0 1.0 1 L IM PIE ZA D E T ER RE NO M AN UAL m2 1.00 0 .23 0.23

01.05,0 1.0 2 T RAZ O Y R EPLAN TE O m2 1.00 0,98 0 . 98

01.05,02 MO VI MI EN T O D E T I ERRAS 17.74

0 1.0 5,0 2.0 1 E XC AV AC IO N E N M AT ER IAL S UE LT O m3 0 .70 25,34 17.74

01.05,03 O BR AS DE CO NC RETO 298.16

01.05.03.01 C O N C R E TO F C = 17 5 K G / C m3 0.45 365.14 164,31

01.05.0 3.0 2 EN CO FR ADO Y DES EN CO F M2 4 .68 28.60 133.85

01.05.04 R E V O Q UE S Y E N L UC I DO S 90.78

01,05.04 ,01 T ARR AJEO EN EX TER IO RES M ENT D-ARENA m2 1,44 16 ,93 24 .38

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . • • • "eE~IJ. 11 '1" , , '. c o m QUlSl 'E. "'. •~ ' I N~ .~"; 'm:.:¡~'JAGR 1 C Ol A

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3/35

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y Y a u li d e l a s P r o v in c ia s d e A c o b am b a y H u a n c av e li ca d e l d e p a r ta m e n t o d e H u a n ca v e li ca "

C l ien te S 10 S , A , C o s to a l 31/10/2015

L u g a r H U AN C A VE L lC A . H U A N CA V EL lC A . Y A U L I

I tem Descr ipc ión U nd . Me t rado P re cio S I . P a rc i a l S I .

01,05.04,02 T A R R AJ E O E N I N TE R I O R E S C O N I M P ER M E A B IU Z A N TE S m 2 2 ,52 26.35 66 .40

01,05.05 S U M IN I S TR O E I N ST A L CI O N D E A C C E SO R I O S 505.03

01,05.05,01 I N ST A L AC I O N D E A C C E SO R I O S ,, ' 1,00 144 .18 144.1801,05.05,02 IN ST , T A PA M ET A lICA O .BO XO .6 E := l/S " ,, ' 1,00 360.85 360.8501.06 C R UC E A E RE O L = 10 M L 3 , 199.26

01 ,06 . 01 O B R A S P R E L IM I NA R E S 34 .92

01 ,0 6.0 1,0 1 LIM PIE ZA DE T ER RE NO M AN UAL m 2 12,24 0.23 28 2

01,06.01,02 T R A Z O Y R E P L A NT E O m 2 32,76 0.98 32.10

01.06.02 M O V IM I E NT O D E T I E R R AS 128.52

01.06.02.01 E X CA V AC IO N E N M A TE R IA L SU E LT O m 3 3 .89 25.34 98 .57

01.06.02.02 R E L LE N O C O N M A T E RI A L P R O P I O m 3 2 ,10 14 .26 29,95

01.06.03 C O N C R E TO S I M P LE 684 .04

01.06,03.01 C O NC R E TO F 'C "1 0 0 K G IC M 2. PA R A S O LA D OS Y/ O SU B- BA SES m 3 1.44 126 .74 182.51

01.0603,02 C O N C R E TO S I M P LE F C "1 4 0 K G l CM 2 + 30 % P M M 3 1.80 278 ,63 501 .53

01 .06 ,04 O B R AS DE CO N CRET O 1,305.30

01 .0 6,0 4.0 1 CO NC RE TO S IM PLE F C"1 75 K GIC M2 m 3 2 .11 365.14 770 .45

01.06.04.02 E N CO F R AD O Y D E SE N CO F R AD O N O R MA L M 2 5 .04 28,60 144,14

01.06.04.03 A CE R O E ST R U CT U RA L F y " 4 2 00 k gl c m2 kg 99.67 3,92 390 ,71

01.06,05 E N L U CI D O S Y T A R R A JE O S 85.33

01.06,05.01 T AR R A JE O E N E X TE R IO R E S A C AB A DO C O N C E ME N TQ . AR E N A m 2 5 .04 16 ,93 85.33

01 .06 ,06 TU B ER IAS 344.88

01 .0 6,0 6.0 1 IN ST ALACIO N D E T UB ER IA H DP E m 12.50 27.59 344,88

01 .06 ,07 VAR IO S 616.27

01.06,07.01 S U MI NI ST R O E I NS T .o E A C CE S OR I OS P A R A C R U CE A ER E O u o , 1.00 616.27 616,27

01 .07 L I NE A D E C O N D U CC I O N 79,069.10

01.07.01 O B R A S P R E L IM I N AR E S 1,730.40

01 .0 7,0 1.0 1 LIM PIE ZA D E T ER RE NO M AN UAL m 2 ,163 ,00 0.23 497.49

01.07.01.02 T R AZ O N IV E LA C IO N y R E P LA NT E O D E Z A NJ AS M L 2 ,163.00 0 .57 1 .23291

01,07.02 M O V I MI E NT O D E T I E RR A S 58,376.83

0 1,0 7.0 2.01 E XC AV ACIO N E N M ATE RIAL SU ELT O m 3 951.73 25.34 24 ,116 ,64

0 1.0 7.0 2,02 E XC AV ACIO N E N R OC A S UELT A m 3 244 .10 31.68 7,733.09

01.07.02.03 E X C AV A CI O N E N R O C A F IJ A m 3 36.27 48 ,56 1 ,761 .27

0 1.0 7.0 2.0 4 R EF IN E Y N IV EL AC IO N Z AN JA T ER R.N OR MA L P AR tI T UB ER IA M L 2 ,163.00 0.57 1,232.91

01.07.02.05 C O LO C AC IO N D E C A MA D E A P O YO e = 0 ,1 O cm M L 2 ,163.00 2.37 5,126 .31

01.07.02.06 R E L L EN O C O N M A T ER I A L P R O P I O S E L E CC I O N AD O m 3 459.47 21 .53 9,892.39

01.07.02.07 R E LL E NO C O N M AT E R IA L P R O P IO m 3 658.98 12.92 8 ,514 .02

01.07.03 S U MI NI ST R O E I NS T AL C1 0 N D E T U BE R IA P V C S A P 18,961.87

01.07.03.01 I IN S TA LA CI O N D E T U B ER I A P V C SA P 5 0 m m C . 7 .5 , N T P I SO 4 4 22 M L 63.00 4.68 294,84

01.07.03.02 I NS T AL AC IO N D E T U BE R IA P V C S A P 6 3 m m C .5 , N T P I S0 4 42 2 M L 242,00 5.34 1,292,28

01.07.03.03 I NS T A LA C IO N D E T U BE R IA P V C S A P 7 5 m m C -5 M L 262,00 6 ,92 1 ,813.04

01.07.03.04 I NS T AL AC IO N D E T U BE R IA P V S A P 9 0 m m C -5 M L 917,00 9,03 8 ,280 .51

01.07,03.05 I NS T AL AC IO N D E T U BE R IA P V C S A L 1 1 0 m m S -2 0 N T P 4 4 35 M L 679,00 94 4 6 ,409.76

01.07,03.06 I NS T AL AC IO N D E A C CE S O RI OS P A Rt I T U BE R IA P V C S A P E N L IN E A D E G LB 1.00 871 .44 871.44

DIST RIBU CIO N

01,08 L IN EA DE DIST RIBU CIO N 44,159.01

01,08,01 O B R A S P R E L IM I N AR E S 1,115.20

01.08.01.01 L I MP I E ZA D E T E R R E N O M A N UA L m 1,394.00 02 3 320,62

01.08.01.02 T R AZ O N IV E LA CI O N Y R E P LA N TE O D E Z AN J AS M L 1,394.00 0.57 794.58

01.08,02 M O V I MI E N TO D E T I E R R AS 30,096.14

01.08.02.01 E X C AV AC IO N E N M A TE R IA L S U EL TO m 3 411 ,01 25.34 10.414,99

01.08.02.02 m 3 176,15 31 .68 5,580,43

01.08.02.03 M L 1,394.00 0 ,57 794 .58

01.08.02.04 M L 1,394.00 2.37 3,303.78


4/35

510 onnOO839 .~!O'Presupuesto

Presupues to 0 5 0 2 0 1 8 " Ins ta lac ión de l se rvi ci o de agua de l s is tema de r iego de l os cent ros pob lados de l a Nación Chopeca de l os d is tr it os de Paucaráy Yaul i de las Provinc ias de Acobamba y Huancavel ica del departamento de Huancavelica"

Cliente 5 1 0 5 A C o s t o a l 31 /10 /2015

Lugar H UA NC A VEL lC A . H UAN C AVEL lC A . YA UL I

I tem Descripción Und. Metrado Precio S I. Parcial S I.

01.08.02.05 RELLENO CON MATERIAL PROPIO SELECCIONADO m 3 296.27 21.53 6 ,378 ,69

0 1.0 8,0 2.0 6 R EL LE NO C ON M AT ER IAL PR OPIO m 3 280.47 12.92 3 ,623 ,67

01.08.03 SU MIN ISTR O E INST AL C IO N D E T U B ER IA PV C SAP 12,947.67

01.08.03.01 I NS T ALA CI O N D E T U BE R IA p v e SA P 75 m m e -s M L 212.00 6 ,92 1 ,467,04

01.08,03.02 I NS T ALA CI O N D E T U BE R IA P V S A P 90 m m e -s M L 814.00 9 .03 7,35042

01.08,03.03 I NS T ALA CI O N D E T U BE R IA P VC S A L 1 10 m m 8 - 20 NTP 4435 M L 2 88 0 0 9 ,44 2 ,718 .72

01.08,03.04 I NS T ALA CI O N D E T U BE R IA P VC S A L 1 60 m m S - 25 NT P4435 M L 80.00 14,54 1,16320

01.08,03.05 INSTALAC. DE ACCESORIOS EN L INEA DE D ISTRIBUCION G L8 1.00 248 ,29 248.29

01.09 T O MA LA TE R AL ( 0 5 U N ID ) 6,171.38

01 .09,01 OBRAS PRELIMINARES 9.37

01.09.01.01 L IMPIEZA DE TERRENO MANUAL m 2 6 .75 0.23 1.55

01.09.01.02 TRAZO Y REPLANTEO m 2 7.98 0 .98 7.82

01,09.02 MOVIMIENTO DE T IERRAS 188.02

01,09.02,01 E X CA VA C IO N E N MA TE R IA L SU E LT O m 3 7,42 25.34 188.02

01.09.03 O B R AS D E CO NCR E T O 2,587.02

0 1,0 9.0 3.0 1 CO NC RE TO S IM PL E F C= 17 5 K GICM 2 m 3 3.67 365.14 1,340,06

01,09.03.02 E NCO F R AD O Y D E SE NCO F R AD O NO R MAL M 2 43.60 28.60 1,246,96

01 ,09 .04 REVO QUES Y ENLUCIDO S 1,253.12

01,09.04.01 T A R R AJ E O E N E X TE R IO R E S A CAB AD O CO N CE ME NTO - AR E NA m 2 45 .38 16 .93 768,28

01,09.04.02 TARRAJEO EN INTERIORES CON IMPERMEABl lIZANTES m 2 18,40 26 .35 484,84

01.09.05 S U MI NI ST R O E I NS T ALC IO N D E A CCE SO R 1O S 2,133.85

01.09.05,01 INSTALACION DE ACCESORIOS " d 5.00 426,77 2,133 .85

01.10 CAJAS DE INSPECCION (24 UNID ) 21,544.21

01.10.01 OBRAS PRELIMINARES 31.94

0 1.1 0.0 1.0 1 L IM PIE ZA D E T ER REN O M AN UAL m 2 26.40 0 .23 6.07

01.10.01.02 TRAZO Y REPLANTEO m 2 26 .40 0 .98 25.87

01.10.02 MOVIMIENTO DE T IERRAS 769.32

0 1.1 0.0 2.0 1 EX CAVAC IO N E N M AT ER IAL SU EL TO m 3 3 0 36 25 .34 769 .32

01 .10 ,03 OBRAS DE CONCR ETO 11,552.68

01 .10 ,03 .0 1 CO NCR ETO S IMPLE FC= 17 5 K G / CM2 m 3 16 ,92 365 .14 6,178,17

01.10.03.02 E NCO F R AD O y D E SE NCO F R AD O NO R MAL M 2 187,92 28 .60 5,374.51

01 .10 .04 ENLUCIDOS Y TARRAJEOS 4,664.35

01.1 0,04.01 T A R R AJ E O E N E X T ER I O RE S A CA BA D O CO N CE ME NTQ - AR E NA m 2 57,24 16.93 969,07

01,10.04.02 TARRAJEO EN INTERIORES CON IMPERMEABl lIZANTES m 2 85.44 43 .25 3.695,28

01.10.05 S U MI N! S TR O E ! NS T ALC IO N D E A CCE SO R IO S 4,525.92

01.10.05,01 INSTALACION DE TAPA METALlCA 0 .80X0.70 , e=1I8" "d 24,00 188 ,58 4,525 .92

01 ,11 ESTUDIOS COMPLEMET AR IOS 391.86

01.11.01 P R UE B A D E CAL I DA D D E L CO NCR E TO ( PR U EB A A LA CO MPR E S IO N ) G L8 1.00 180 ,00 180.00

01 ,11 .02 DISEÑO DE MEZCLAS G L8 1.00 211 ,86 211 .86

01.12 FLETE 42,494.47

01.12.01 FLETE 42,494.47

0 1.1 2.0 1.0 1 F LET E T ER RE ST RE H UAC HH UA G L8 1 .00 9,633.86 9,633.86

0 1.1 2.01 ,02 F LET E R UR AL HUACHHUA G L8 1.00 32,860.61 32,860,61

02 S I ST E MA D E R I EG O M ILLPO P UY HU AN 319,353.63

02.01 OBRAS PROVIS IONALES

02,02 CAP T AC IO N D E LA DE R A P UY HU AN 1 y 2 Q = 3LPS 5,147,18

02.02.01 O BR AS PR ELIMINAR ES 46.78

02 .02 .01 .01 L IMPIEZA DE TERRENO MANUAL m 2 50.00 0.23 11.50

0 2.0 2,0 1.0 2 T RAZ O Y R EPLANT EO m 2 36 .00 0 .98 35.28

02.02.02 MO VIMIENTO DE TIERR AS 321.82

02 .02 .02 .01 E X CA VA CI O N E N MA TE R IA L S U EL T m 3 12.70 25.34 321,82

02 .02 .03 O B R AS D E CO NCR E TO S I MP LE 235.74

~

\

. . .}


5/35

.,:

81 0 OOf J OOB38~Presupuesto

I ,, . .

Presupues t o 0 502018 " In s ta l ac ió n d e l s e r v ic io d e a g u a d e l s i s te m a d e r i e go d e l o s c e n tr o s p o b l ad o s d e l a N a c ió n C h o p c c a d e l o s di s tr i to s d e P a u c a rá

y Ya u l i d e l a s P r o v in c ia s d e A c o b am b a y H u a n ca v e li ca d e l d e p a rt a m e nt o d e H u a n c av e li ca "

Clienle 5 105A C o s to a l 31110/2015

Lugar H U AN C AV E LlC A . H U A N CA V EL lC A . Y AU L I

l t em Descr ipc ión Und. Me t ra d o P r e c io S I . Pa rc ia l S I .

02,02,03 .01 C O N CR E T O F 'C = 10 0 K G IC M 2. P AR A S O L AD O S Y IO S U B -B A SE S m3 0 ,21 126 .74 26 .62

02,02,03 .02 C O N CR E T O S IM P L E F ' C= 1 00 K G IC M 2 m3 1 .65 126 .74 209,12

02 ,02.04 O B R AS DE CO NCR E T O 2,216.48

02,02.04,01 C O N CR E T O S IM P L E F C = 17 5 K G IC M 2 m3 3 .63 302.54 1.098,22

02.02.04.02 E N CO F R A DO Y D E SE N C O FR A D O N O R M A L M2 39,10 28 ,60 1 .118,26

02.02.05 A C E R O

02.02.06 ACE R O E ST R U CT U R AL F y = 4200 kgl cm2 kg 76.25 3.87 295,09

02.02,07 R E V O Q U E S Y E N LU C ID O S 456.34

02.02,07.01 T A R R A J E O E N I N T ER I O R E S C O N I MP E R M E A B ll IZ A N T E S m2 13 .20 26 ,35 347 .82

02.02.07.02 T A R R AJ E O E N E X T E R IO R E S A C AB A DO C O N C E ME N T O -A R E NA m2 6 .41 16 ,93 108 .52

02.02.08 F IL T R O S D E G R A V A 170 .98

02 .02,08 .01 F ILT RO DE AR ENA m3 0 .77 100 ,35 77 .27

02.02,08 ,02 F IL T R O D E G R A V A m3 1 .50 62 .47 93 .71

02.02.09 V A LV U L AS y A CC E SO R I O S 731 .20

02.02.09,01 I NS T A L AC I O N D E A C C E SO R I O S ucd 2 .00 365 .60 731 .20

02,02,10 C A R P IN T E R I A M E T A lI C A 625 .86

02,02.10.01 I NS T A L AC I O N D E T A P A M E T A lI CA P I CA PTA CI ON uc d 20 0 312 .93 625 ,86

02 ,02 .11 P INT U R A 46.89

02 ,0 2.1 1,0 1 P IN TU RA E N M UR OS E XT ER IO RE S m2 9 00 5 .21 46 ,89

02 ,03 R ESE RV aR lO DE CO NCR ET O AR AMADO DE 150 M3 (02 U NID) 130 ,877 .43

.02.03.01 O B R A S P R E L I M IN A R E S 478 .03

'02.03.01,01 L IM P IE Z A D E T E R R E NO MA N UA L m2 1 ,008.00 0,23 231 .84

02.03.01.02 T R A Z O Y R E P L A N T E O m2 251.21 0 ,98 246 .19

02.03.02 M O V I MI E N T O D E T I E R R A S 56 ,731 .52

02,03.02 ,01 E X C AV A CI O N E N M A TE R IA L SU E L T O m3 913.06 25 ,34 23 ,136 .94

02 .0 3,0 2.0 2 E XC AV ACIO N E N R OC A SU EL TA m3 594.21 31 ,68 18,824,57

02.03.02.03 E l IM I NA C IO N D E M A T E R IA L E X C E D E N T E m3 1 ,884.09 7 ,60 14 ,319 ,08

02,03.02 ,04 P E R F IL A DO E =0 .1 5 M m2 324.41 1.39 450 ,93

02.03.03 O B R A S D E C O N CR E T O S IM P L E 8,444.54

02.03.03.01 C O N CR E T O F ' C =1 0 0 K G lC M 2. P AR A S O L AD O S Y /O S U B- B AS E S m3 11.30 126.74 1,432,16

02,03.03.02 C O N CR E T O C IC L O PE O F C = 14 0 K G IC M 2 + 3 0% P P m3 11 .41 206 .00 2,350,46

02,03,03 .03 C O N CR E T O C IC L O PE O FC = 14 0 K G IC M 2 + 30 % P M . m3 22 .73 205 .10 4,661,92

02,03.04 O B R A S D E C O N CR E T O 49 ,560 .46

02.03.04.01 C O N CR E T O F ' C= 2 10 K G IC M 2 m3 7 7 , 62 432 ,23 33 ,549 .69

02.03.04.02 E N C O FR A DO Y O E S EN C O F R AD O N O R M A L M2 275 .87 28 ,60 7 ,889 .88

02.03.04.03 A C ER O E S T R UC T U R AL F y = 4 2 00 k g lc m 2 kg 2 ,098 .42 3 .87 8,120.89

02.03.05 C E R C O P E R IM E T R IC O DE P U A S 472 .53

02,03.05.01 C E R C O P E R IM E T R IC O C O N P U A S m 105 .48 0 .95 100 ,21

02.03.05.02 S U MI NI ST R O Y C O L O CA C IO N D E R O L lI SO S en d 52.00 7.16 372.32

02.03.06 R E V O Q U E S Y E N L UC ID O S 10,508.80

02.03.06.01 T A R R AJ E O E N E X T E R IO R E S A C A B AD O C O N C E M EN T O -A R E NA m2 6 9 ,83 16 .93 1,182,22

02.03.06.02 T A R R A J E O E N I N T E R IO R E S C O N I M P E R ME A B IL l Z AN T E S m2 353 .95 26 .35 9 ,32658

02,03.07 J U NT A W A TE R ST O P 8 " 749.27

02.03.07,01 J U N TA S W A T E R S T O P DE P . V, C, D E 8 " P R O V IS IO N y C O L O CA D O m 30.52 2455 749,27

02.03.08 I NS T AL A CI O N D E A CC E SO R I O S Y O T R O S 2,183.58

02.03,08.01 I N ST A L AC I O N D E T A P A M E T A L lC A un d 2.00 188 .58 377 .16

02.03.08.02 I NS T AL A CI O N D E E S CA L ER A T IP O G A T O en d 20 0 168 .78 337 .56

02.03.08.03 INSTAIJ \C ION DE PU E RT A DE M ADE RA RU ST ICA ~ en d 2 .00 197 .13 395 .46

02.03.08.04 IN ST A LA CIO N D E A CC ES OR IO S P AR A R E SE R O R I , G LB 2 ,00 536 .70 1,073,40

02 .03 .09 P INT U R A 218 ,56

02.03.09.01 P IN T U R A E N M U R O S E X T E R IO R E S m2 41.95 5 ,21 218 .56

02.03.10 S IS T E M A D E D R E N A J E 1,530.14

02.03.10.01 S U MI NI ST R O Y C O L O CA C IO N D E A R CI LL A m3 2 .72 2 084 56 . 68


6/35

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nnnnn83~PresupuestoPresupues lo 0502018 " Ins ta lación de l serv icio de agua del s ist ema de r iego de los cen tr os pob lados de la N ac ión C hapeea de los d ist ri tos de P aucará

y Y au l i de las P r ov inc ias de A cobamba y H uancave l ica de l depar tamento de H uancave lica"

Cl ien te 5105.A. C o s t o a l 31/10/2015

Lugar H U AN C AV E L lC A . H U AN C AV E L lC A . Y AU L I

Item Descripción Und. Metrado P r ecio 5 / . Parcial S I .

02,03.10.02 S U M IN IS T R O Y C O lO C A CI O N D E G R A V A O C A NT O R O D A DO m 3 17.62 3 2 . 29 568,95

02,03.10.03 I NS T A LA C IO N D E T U B E RI A P V C S A L P E R FO R A D O m 77.64 11,65 904,51

02,04 C A MA R A D E R E U NI O N D E C A UD A L ES 908.68

02.04.01 O B R A S P R E L IM I NA R E S 1.21

02 .04 .01 . 01 L IM P IE Z A D E T E R R E NO MA N U AL m2 1.00 0.23 0.23

02.04,01.02 T R A Z O Y R E P L AN T EO m2 1.00 0.9 8 098

02.04,02 M O V IM I EN T O D E T I ER R A S 17.74

02.04.02,01 E X C AV A CI O N E N M A T ER I AL SU E L T O m3 0.70 25,34 17 .74

02.04.03 O B R A S D E C O N CR E T O 298.16

02.04.03.01 C O N CR E T O F C = 17 5 K G I CM 2 m3 0.45 365.14 164.31

02.04,03.02 E N CO F R A DO Y D E SE N CO F R A DO N O R M AL M2 4,68 2860 133.85

02.04.04 R E V O Q U ES Y E N L UC ID O S 90.78

02.04.04.01 T A R R A JE O E N E X T ER I O R ES A C AB A DO C O N C E M EN T O -A R E NA m2 1.44 16 .93 24.38

02.04.04.02 T A R R A JE O E N I NT E R IO R E S C O N I M PE R M EA B IL l ZA N TE S m2 2,52 26 .35 66.40

02.04.05 S U M IN IS T R O E I NS T A lC IO N D E A C CE S O R IO S 500.79

02.04.05.01 I N STALAC I O N D E AC C E SO RI O S o n d 1.00 139,94 139,94

02.04.05.02 I N ST . TAPA ME TALlC A 0 .60X O . 6 E =1 / 8" o n d 1.00 360,85 360.85

02.05 C R U C E A E R EO L = 1 0M L ( 0 2 U N ID ) 6,051.62

02.05.01 O B R A S P R E LI M IN A R ES 69.84

02,05.01.01 L I MP IE Z A D E T E R R EN O M A NU A L m 2 24.48 0.23 5.63

02.05.01,02 T R A Z O Y R E P LA N T EO m 2 65,52 0.98 64.21

02.05.02 M O V IM IE N T O O E T I ER R A S 257.04

02.05.02.01 E X C AV A CI O N E N M A T ER I AL SU E L TO m 3 7.78 25.34 197,15

02.05.02.02 R E L L EN O C O N M A T ER I AL P R O P IO m 3 4.20 14.26 59,89

02,05.03 C O N CR E T O S IM P L E 1,368.08

02.05.03.01 C O N CR E T O F ' C= 1 0 0 K G IC M 2 ,P A R A S O L A DO S YI O SUB.BASES m 3 288 126,74 365.01

02.05.03.02 C O N CR E T O S IM P L E F C = 14 0 K G I CM 2 + 30 % P M M 3 3,60 278.63 1,003.07

02.05,04 O B R A S D E C O N CR E T O 2,606.94

02.05,04.01 C O N CR E T O S IM P L E F C = 17 5 K G l CM 2 m 3 4.21 365,14 1,537,24

02.05,04.02 E N CO F R A DO Y D E SE N CO F R A D O N O R M A L M2 10.08 28.60 288,29

02.05.04.03 A CE R O E ST R U CT U RA L F y = 4 2 00 k gl c m2 k9 199.34 39 2 781.41

02,05.05 E N LUC ID O S Y T ARRAJ E O S 170.65

02,05.05,01 T A R R AJ E O E N E X T ER I O R ES A C A B A DO C O N C E M EN T O -A R E NA m2 10,08 16.93 170.65

02.05.06 TUBERIAS 346.53

02.05.06,01 I NS T A LA C IO N D E T U B ER I A H O P E m 12,56 27.59 346.53

02.05.07 VARIO S 1,232.54

02.05.07.01 S U M IN IS T R O E I NS T .D E A C CE S O R IO S P A R A C R U C E A E R EO o n d 20 0 616,27 1,232.54

02.06 L I NE A D E C O N DU C C IO N A G R A V EO A D ( 0 +0 0 0 A 1 + 36 3 6 Y 0 + 0 00 A 1 0 9 ) 52,319.53

02.06,01 O B RAS PRE LI MIN ARE S 1,428.00

02.06.01.01 L I MP IE Z A D E T E R R E NO MA N U AL m 1,785.00 0,23 410.55

02,06.01.02 T R A Z O N IV E L AC IO N y R E P LA N T EO D E Z A NJ A S M l 1,785.00 0.57 1,017 .45

02.06.02 M O V IM I EN T O D E T I ER R A S 35,223.78

02.06.02.01 E X C AV A CI O N E N M A T ER I AL SU E L T O m 3 598.38 25.34 15.162.95

02.06.02.02 E X CA VA CI ON E N R O C A S U EL T A m 3 105.36 31.68 3,337.80

02.06.02,03 E X C AV A CI O N E N R O C A F I JA m 3 26 6 48.56 129,17

02.06.02.04 R E F IN E Y N IV E L AC IO N Z A NJ A T E R R .N O R M AL P A R A T U B E RI A M l 1,785.00 0,57 1,017 .45

02.06,02.05 C O L O CA C IO N D E C A M A D E A P O YO e = 0 .1 0 cm Ml 1,785.00 2,37 4 ,230.45

02.06.02.06 R E L L EN O C O N M A T ER I AL P R O PI O S E LE C CI O NA D O m 3 373.51 21.53 8,041.67

02.06.02.07 R E L L EN O C O N M A T ER I AL P R O P IO m3 255.75 12.92 3,304.29

02,06.03 S U M IN IS T R O E I NS T AL C IO N D E T U B E RI A v e 15,667.75

02,06.03.01 I NS T A LA C IO N D E T U B E RI A PV C S A P 6 3 m m Ml 109,00 5.34 582,06

02,06.03.02 I NS T A LA C IO N D E T U B E RI A PV C S A P 7 5 m m Ml 120.00 6,92 830.40

. . . . _ ,


7/35

81 0 Página 1

Presupuesto nfinOn836 ~.P resupues to 0502018 " In s t al a ci ón d e l s e r vi ci o d e a g u a de l s i st e m a d e r ie g o d e l o s c e n tr o s p o b la d o s d e l a N a c ió n C h a p e c a d e l o s d is t ri to s d e P a u c a rá

y Y a u ll d e l a s P r o vi n ci a s d e A c ob a m b a y Hu a n ca ve l ica de l de p a r t a me n t o de Hu a n ca ve l ica "

Cliente 5105.A. C o s to a l 3111012015

L u g a r H U A N CA V E L lC A . H U AN C A V EL lC A . Y AU L I

I tem Descr ipc ión U n d. M e lra do P re cio S I. Parcial SI.

02.06.03.03 I NS T A LA C IO N D E T U B E R IA P V S A P 9 0 m m e - s ML 1,326,00 9 .03 11,973.78

02.06.03.04 I NS T A LA C IO N D E T U B E R IA P V C S A L 1 1 0 m m 8 - 20 NT P 4 4 35 ML 230 ,00 9 .44 2,171.20

02.06.03.05 I NS T AL A CI DN D E A CC E SO R IO S P A RA T U BE R IA P V C S A P E N L IN E A D E G LB 1.00 110 ,31 110 .31

CONDUCCION02.07 L IN E A D E C O N DU C C IO N A P R E S IO N ( 1 + 63 6 . 1 + 78 0 ) 3 , 032.71

02 . 0 7 , 0 1 O B R A S P R E L IM I NA R E S 115.20

02.07.01 .01 L IM P IE Z A D E T E R R E N O M A N UA L m 144 ,00 0 ,23 33.1 2

02.07.01.02 T R AZ O N IV E LA CI ON y R E P LA NT E O D E Z A NJ AS ML 144 .00 0,57 82 .08

0 2.07 .02 MO VIMIENTO DE T IER RAS 2,000.51

0 2.0 7.0 2,0 1 E XCAV ACIO N E N M AT ER IAL SU ELT O m3 2938 25.34 744 .49

0 2.0 7.0 2,0 2 E XCAV ACIO N EN R OCA S UE LT A m3 3.46 31 ,68 109 .61

02.07.02.03 E X C AV A C IO N E N R O C A F I JA m3 1.73 48,56 84 .01

02.07.02.04 R E F IN E Y N IV E LA CI ON Z A NJ A T E R R NO R M AL P A R A T U BE R IA ML 144 .00 0 .57 82.0 8

0 2.0 7.0 2.0 5 C OL OC AC IO N D E C AM A D E A PO YO e =0 .1 0cm ML 144 .00 2,37 341 .28

0 2. 07 ,0 2. 05 R E LL EN O C O N M AT ER IA L P R OP IO S EL EC CIO NA DO m3 21.04 21 ,53 452.99

02.07.02.07 R E L L EN O C O N M A T E R IA L P R O P IO m3 14 .40 12 ,92

186 .050 2.0 7,0 3 S UM JNIS TR O E INS TALCIO N D E T UB ER IA P VC S AP 917 .00

0 2. 07 ,0 3. 01 IN ST AL AC IO N D E T UB ER IA P V C S AP 6 3 m m C -5 , N TP IS O 4 4 22 ML 76 .00 5 .34 405.84

02.07.03.02 I NS T A LA C IO N D E T U B E R IA P V C S A P 5 3 m m C - 7 .5 ML 40 .00 6 .7 8 271 .20

02.07.03.03 I NS T AL A CI ON D E T U BE R IA P V C S A P5 3 m m C -1 0 ML 28.00 8 ,57 239 .96

02 .08 S I FO N I NV E R T ID O ( 1 + 78 0 . 2 + 3 0 0) 10,931.64

"02.08 .01 O BR AS PR ELIMINAR ES 384.00

0 2.0 8,0 1.0 1 LIM PIE ZA DE T ER RE NO M ANU AL m 48 0 .00 0 .23 110 .40

02.08.01.02 T R AZ O N IV E LA CI ON y R E P LA NT E O D E Z A NJ AS ML 4 8 0 .00 0 .57 273.60

02,08 ,02 MO VIMIENTO DE T IER RAS 6,650.42

02,08.02,01 E X CA V AC IO N E N M A TE R IA L S UE L TO m3 97 .92 25.34 2,4 81 .29

0 2,0 8.0 2.0 2 E XCAV ACIO N EN R OCA S UE LT A m3 11 .52 31.68 36495

0 2,0 8.0 2.0 3 E XCAV ACIO N E N R OCA F IJA m3 5.76 48 .56 27971

0 2,0 8.0 2.0 4 R EF IN E Y N IV EL AC IO N Z AN JA T ER RN OR MA L P AR A T UB ER IA ML 48 0 .00 0 .57 273.60

02,08.02,05 C O L O CA C IO N D E C A M A D E A P O Y O e :: :0 . 1 O cm ML 480 .00 2.37 1,137,60

02.08.02.06 R E L L EN O C O N M A T E R IA L PR O P I O S E L E CC I O NA D O m3 69 .35 21 .53 1,493.11

0 2,0 8.0 2,0 7 R EL LE NO C ON M AT ER IA L P RO PIO m3 48 .00 12 .92 620,16

0 2.0 8.0 3 S UM INIS TR O E lNS TALCIO N D E T UB ER IA P VC S AP 3,897.22

0 2,0 8.0 3,0 1 IN ST A LA CIO N D E T UB ER IA P V C S AP 7 5 m m C -5 ML 120 .24 6 .92 832,06

0 2,0 8.0 3.0 2 IN ST AL AC IO N D E T UB ER IA P V C S AP 7 5 m m C -7 .5 ML 359.76 8 .52 3,0 65,16

02.09 LINEA DE DIS TR IBUCIO N {L:::0 +590 ML} 19 ,963.43

0 2.09 .01 O BR AS PR E LIMINAR ES 472.00

0 2.0 9,0 1.0 1 L IM PIE ZA D E T ER RE NO M AN UA L m 590 ,00 0 .23 135,70

0 2.0 9.0 1.0 2 T RA ZO N IV EL AC IO N Y R EP LA NT EO D E Z AN JA S ML 590 ,00 0 .57 336 .30

02.09.02 M O V IM I EN T O D E T I ER R A S 13,503.06

0 2,0 9.0 2.0 1 E XCAV ACIO N E N M AT ER IAL SU ELT O m3 249 ,06 25 ,34 6 ,311 .18

0 2,0 9.0 2,0 2 E XCAV ACIO N EN R OCA S UE LT A m3 43.95 31 ,68 1 ,392.34

02.09.0203 R E F IN E Y N IV E LA CI ON Z A NJ A T E R RN O R MA L P A R A T U BE R IA ML 590.00 0 ,57 336 .30

02.09.02.04 C O L O CA C IO N D E C A M A D E A P O Y O e :: :O , lO c m ML 590.00 2.37 1 ,398 .30

0 2. 09 .0 2. 05 R E LL EN O C O N M AT ER IA L P R OP IO S EL EC CIO NA DO m3 127 .51 21 .53 2,745,29

02.09.02.06 R E L L EN O C O N M A T E R IA L P R O P IO m3 102.14 12.92 1,319.65

0 2.0 9.0 3 S UM INIS TR O E INS TALCIO N D E T UB ER IA P VC S AP 5,988.37

0 2.0 9.ü 3.0 1 IN ST AL AC IO N D E T UB ER IA P VC B AP 6 3 m m C -5 , IS O 4 42 2 ML 30 3.0 0 5 .34 1,618.02

02.0903.02 I NS T AL AC IO N D E T U BE R IA P V C B A P 7 5 m m . 5 , P IS O 44 22 ML 2 76 .00 6 .92 1,909,92

02.09,03.03 INSTALACION DE ACCESORIOS PARA TUBER PV ~~ l INEADE G LB 1.00 2,460.43 2,460,43

CO NDUCCIO N ~ ,

02.10 '_ " '"O C O ""'" ~ 6,171,3802.10 .01 O BR AS PR ELIMINAR E S 9.37. . . . . . . . . . . . • _ .,G ) . .E ;; j~ ;~;;;;~;;¡ ; i i iISPE

& . : . J l N G N fe R O A GR OL Ao g . C I P . &


8/35

81 0 Página 1

Presupuesto nnnn0835 ~P r e s u p u e s t o 0502018 " I ns t a lac ión de l se r vic io de agua del s ist em a de r iego de los cen tr os pob lados de la Nac ión Chapeca de los d is tr it os de Pauca rá

y Yau l i de las Prov inc ias de Acobam ba y Huancave li ca de l depa rt am en to de Huancave li ca "

Cliente S 10 S .A . C os to a l 31 / 10 /2015

Lugar H U AN C AV E L lC A . H U A NC A VE L lC A . Y AU L I

I tem Descr ipc ión Und. Metrado P rec io S I. Parc ia l S I.

02 .10 ,01 .01 L IM P IE Z A D E T E R R E N O M A NU A L m2 6 .75 0 .23 1,55

02.10 .01 .0 2 T RAZ O Y R EPL ANT EO m2 7 .98 0.98 7 .82

02 .10 .02 M O V IM IE N T O D E T I ER R A S 1 8 8 . 0 2

02 .10 .02 .01 E X C AV A C IO N E N M A T E R IA L S U E L l a m3 7 .42 25.34 188,02

02 .10 .03 O B R A S D E C O N CR E T O 2 ,587 .02

0 2,1 0.0 3.0 1 CO NC RE TO S IM PL E F C= 17 5 K GICM 2 m3 3 .67 365,14 1,340 .06

0 2,1 0.0 3.0 2 E NC OF R AD O Y DE SE NCO FR AD O N O RM AL M2 43.60 28 .60 1 ,246 .96

02.10.04 R E V O Q U E S Y E N L UC ID O S 1,253.12

02.10.04,01 T A R R A JE O E N E X T E R IO R E S A C A B A DO C O N C E M EN T Q . .A R E NA m2 45.38 16 .93 768,28

02,10.04,02 T A R R A JE O E N I NT E R I O R ES C O N I M PE R M E AB I Ll Z AN T E S m2 18.40 26 .35 484.84

0 2,1 0.05 S UM INIS TR O E INST ALCIO N DE ACCE SO RIO S 2,133.85

0 2,1 0.0 5,0 1 IN ST AL ACIO N D E AC CE SO R IO S u o d 5 .00 426.77 2,133.85

02,11 TO MA LATER AL TIPO I (01 UNID) 1,232.78


02.11.01.01 L I MP IE Z A D E T E R R E N O M A NU A L m2 1.35 0.23 0.31

02.11 .01 .0 2 T RAZ O Y R EPLANT EO m2 1.60 09 8 1.57

02.11 ,02 MO VIMIENT O DE T IER RAS 37.50

02.11.02.01 E X CA VA CI O N E N M AT E R IA L S UE L TO m3 1.48 25.34 37 .50

02.11.03 O B R A S D E C O N CR E T O 515.94

02.11 ,03.0 1 CO NCR ET O S IM PL E F C=1 75 KG / CM 2 m3 0.73 365.14 266 .55

02.11.03.02 E NC O F R AD O Y D ES E NC O FR A DO N O R MA L M2 8,72 28.60 249.39

02,11.04 R E V O Q U E S Y E N L UC ID O S 250.69

02.11.04.01 T A R R A J EO E N E X T E R IO R E S A C AB A D O C O N C E M EN T Q . .A R E NA m2 9 ,08 16 .93 153.72

0 2.1 1. 04 .0 2 T AR R AJ EO E N IN TE R IO R ES C O N IM PE R ME AB IL lZ AN TE S m2 368 26.35 96,97

02.11.05 S U M IN IS T R O E I NS T A LC IO N D E A C CE S O R IO S 426.77

02.11.05.01 I N ST ALAC ION DE AC C ESOR IOS u o d 1.00 426,77 426 .77

02.12 C A JA S D E I NS P E CC IO N ( 1 3 U N ID ) 11,705.16

02.12.01 O B R A S P R E L IM IN A R ES 17.30

02.12,01.01 L I MP IE Z A D E T E R R E N O M A NU A L m2 14.30 0 ,23 3.29

02.1201.02 T R A Z O Y R E P L AN T E O m2 14.30 09 8 14.01

02.12,02 MO VIMIENTO DE T IER RAS 416.84

0 2.1 2,0 2.0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m3 16.45 2534 416.84

02.12,03 O BR AS DE CO NCR ET O 6,350.77

0 2.1 2, 03 .0 1 C ON CR E TO F 'C =1 00 K G /C M2 .P AR A S O LA DO S Y /O S UB -B AS ES m3 0.72 126.74 91 .25

02.12.03.02 C O N CR E T O S IM P L E F C = 17 5 K G I CM 2 m3 9.17 365.14 3.348 .33

02.12.03.03 E NC O F RA DO Y D ES E NC O F R AD O N O R MA L M2 101.79 2860 2 .911.19

02.12.04 ENLUCIDO S Y T AR RAJEO S 2,468.71

02.12.04.01 T A R R A J EO E N E X T E R IO R E S A C AB A DO C O N C E M EN T Q . .A R E N A m2 27 ,59 16 .93 467.10

02.12.04,02 T A R R A J EO E N I NT E R IO R E S C O N I MP E R M EA B IL l ZA N T ES m2 46,28 43.25 2,001 .61

02.12.05 S U M IN IS T R O E l NS T A LC IO N D E A C CE S O R IO S 2,451.54

02.12.05.01 I NS T A L AC IO N D E T A P A M E T AL lC A 0 . 8 0X 0 .7 0 , e = 1 /8 " u o d 13.00 188,58 2,451,54

02.13 C AM AR A D E E NT T R AD A A L IN EA DE S IF O N ( 0 1 U NI D) 5,142,24

02.13,01 O B R A S P R E L IM IN A R ES 12.03

02.13.01.01 L I MP IE Z A D E T E R R E N O M A NU A L m2 9 .94 023 2.29

02.13,01.02 T R A Z O Y R E P L AN T E O m2 9 .94 0 .98 9.74

02.13.02 M O V IM I EN T O D E T I ER R A S 251.88

0 2.1 3.0 2.0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m3 99 4 25.34 251.88

02.13.03 O B R A S D E C O N CR E T O 2,320.04

0 2.1 3.0 3.0 1 C ON CR ET O S IM PL E F C= 17 5 K G/C M2 m3 38 2 365.14 1.394.83

0 2.1 3.0 3.0 2 E NCO FR ADO Y DE SE NCO FR ADO NO R M2 32.35 28.60 925.21

02.13.04 ENLUCIDO S Y T AR RAJEO S 917.77

02.13.04.01 T A R RA J EO E N I NT E R IO R E S C O N I MP ER m2 21 ,22 43,25 917.77

02.13.05 ACER O 1,367.18


9/35

510 Pag i na 1

Presupues to 0502018

Presupuesto o n n rlO 8 3 4 ~" In s t al a ci ón d e l s e r vi ci o d e a g u a d e l si s te m a d e r ie g o d e lo s c e nt ro s p o b la d o s d e la Nac ió n Cha p e ca d e lo s d is t ri to s d e Paucara .y Yau l i de l a s Pr o v in c i a s de Acobamba y Huancave l ica de l depa r t amen t o de Huancave l ica"

C l iente S10 S .A . C o s t o a l 31/10/2015

lugar H U AN C AV E L lC A . H UA N CA V E Ll CA . Y A U LI

I tem Descr ipc ión Und . Me trado P rec io SI . Pa r c i a l S I .

02.13.05.01 A CE RO E ST R UC TU R AL F y = 4200 kg l cm2 kg 348,77 3 .92 1,367.18

02.13.06 S UM IN IS TRO E I N ST ALe lO N D E AC C ES O R IO S 273 . 34

02.13.06.01 I NS TALAC IO N D E TAP A ME TALl CA o c , 1,00 273 .34 273.34

02.14 V Á LV U LA DE P U R G A { 01 u n id Q l = 1 ~ } S O B RE E L S I FO N 770.03

0 2 , 1 4 . 0 1 O B RAS P RE L IM I NARE S 1.02

02,14.01.01 L IMP IE ZA D E TE RRE NO MAN UAL m 2 1.00 0 ,23 0.23

0 2,14 .01.0 2 T RAZ O Y R EP LANT EO m 2 0 . 81 09 8 0.79

0 2 , 1 4 . 0 2 MO V IM I EN TO D E T I ERRAS 18.50

0 2,1 4.0 2,0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m 3 0.73 25,34 18.50

02.14.03 C O N C RETO S IMP LE 223.43

02,14.03.01 C O N CRE TO S IMP LE FC =140 K G / CM2 M 3 0.34 278.63 94.73

02,14.03.02 E NC O FR A DO Y D ES EN C OF R AD O N O R MA L M 2 4.50 28.60 128.70

02,14 .04 ENLUCIDO S Y T AR RAJEO S 83.80

02,14.04.01 TARRAJE O E N E X TE R IO RE S AC ABAD O CO N C E MEN TQ .- AREN A m 2 4 ,95 16 .93 8380

02,14.05 CARP INTERIA MET A l ICA 360.85

02.14.05.01 I NS T , TAP A ME TALl CA 0 .60X O .6 E =118 " o c , 1.00 360.85 360,85

02,14.06 I NS T AL A CI ON D E A CC ES O R IO S P A RA V A LV U LA D E P U R G A 82.43

02,14.06,01 S UM IN IS TRO E I NS TALAC IO N D E AC CE S O R IO S E N V ALVULA D E P URG A DE 1112 " o c , 1.00 79 . 31 79 ,31

02.14 .06 ,02 F ILTR O DE G RAVA m 3 0.05 62.47 3 .12

02.15 C AJ A P AR A V A lV U LA D E A IR E D E 1 " { 02 U N ID } S O B RE E L S IF O N 1,650.20

02.15,01 O BR AS PR ELIMINAR ES 2.05

02.15.01.01 L I MP I EZA D E TE RRE NO MAN UAL m 2 2.00 02 3 0.46

02,15.01.02 TRAZO Y RE P LAN TE O m 2 1.62 0.98 1.59

02,15.02 M OVIMIENTO DE T IER RAS 37.00

0 2, 15 .0 2,0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m 3 1,46 25.3 4 37.00

02.15.03 C O N C RETO S IMP LE 446.87

02,15.03.01 C O N C RETO S IMP LE FC =140 K G I CM2 M 3 0 .6 8 278.63 189,47

02,15.03.02 E N C O FRAD O Y D E SE N CO FRAD O N O RMAL M 2 9 ,00 28,60 257.40

02,15.04 ENLUCIDO S Y T AR RAJEO S 167.61

02.15.04.01 T ARRAJ EO E N E X TE R IO RE S AC ABAD O C O N C E MEN TQ .- AREN A m 2 9 90 16.93 167.61

02.15.05 CAR PINTER IA METAlICA 721.70

02.15,05.01 I N ST . TAP A ME TAl IC A 0 ,6Q X Q , 6 E=1 f8" o c , 2.00 360,85 721,70

02.15.06 I NS T AL AC IO N D E A C CE SO R IO S P A R A V AL VU L A D E A IR E 274.97

02.15.06.01 I NS TALAC IO N D E AC C ES O R IO S . P I V AL . D E A IRE co, 2.00 134,05 268.10

02,15.06.02 F I LTRO D E G RAV A m 3 0.11 62.4 7 6 .87

02,16 CAMAR A DE DESCAR GA DEL SIFO N (01 UNID) 4,053.45

02,16.01 O B RAS P RE L IM I NARE S 3.26

02.16.01.01 L IMP I EZA D E TE RRE NO MAN UAL m 2 2.69 0.23 06 2

02.16 ,01.02 T RA ZO Y R EP LAN TEO m 2 2.69 09 8 26 4

02.16 ,02 MO VIM IENTO DE T IER RAS 115.80

0 2.1 6, 02 .0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m 3 4.57 25,34 115.80

02.16.03 O B RAS D E C O N C RETO 2,652.93

0 2.1 6, OJ Ol C ON CR ET O S IM PL E F C= 17 5 K G/C M2 m 3 4.51 365.14 1,646 .78

02.16.03.02 E NC O F RA DO Y D ES E NC O FR A DO N O R MA L M 2 35.18 28.60 1,006.15

02,16.04 E N LUC ID O S Y TARRAJE O S 757.84

02,16.04.01 TARRAJE O E N I NTE R IO RE S C O N I MPE RME AB I Ll ZAN TE S m 2 13.78 43.25 595,99

02,16.04,02 TARRAJE O E N E X TER I O RE S AC AB AD O C O N C E MEN TQ .- AREN A m 2 956 16 ,93 161,85

02,16 .05 ACERO 200,90

02,16.05,01 k9 51.25 3 92 200.90

02.16.06 322.72

02.16.06.01 co, 1.00 322.72 322.72

02.17 391.86


10/35

SIO nnnnn833 ~Presupuesto

Pr e su p u e s to 0502018 " Inst a lac ión de l se r vic io de agua del s ist ema de riego de los cen tr os pob lados de la N ac ión C hapeca de los d is tr it os de P aucará

y Yau l i de las P r ovinc ias de A cobamba y H uancavel ica de l depar tament o de H uancave l ica"

C liente S 1 0 S .A . C o s t o a l 31 /10 /2015

L u g a r H U AN C A VE L lC A . H U A N CA V EL lC A . Y A U L I

Item Descripción U nd. Metrado Prec io S I . Parcia l S I.

0 2 .1 7 .0 1 PR U EBA D E C A L I D AD D E L C O N C R ETO ( PR U EBA A L A C O M PR ES IO N ) G LB 1 . 0 0 180 , 00 180 .00

0 2 .1 7 .0 2 D I SEÑ O D E M EZC L AS G LB 1 . 0 0 2 1 1 .8 6 2 1 1 .8 6

02 .18 F L ETE 5 9 ,0 0 4 .3 1

02 .18 .01 F L E T E 59 ,004 .31

0 2 .1 8 .0 1 .0 1 F L E T E T E R R E S T R E M I L LP O P U Y H U A N G LB 1 . 0 0 12 ,133 .00 1 2 ,1 3 3 .0 0

02.18.01.02 F L E T E R U R A L M l lL P O P U Y H U A N G LB 1 . 0 0 4 6 ,8 7 1 .3 1 46 ,871 .31

03 S IS T E M A D E R I E GO S A N TA R O S A 156 ,622 .32

0 3 .0 1 O BR AS PR O V IS IO N ALES

03 .0 2 C A P T A C I O N B A R R A J E F I JO { 3 L 1 T IS E G } 2 8 ,9 1 4 .3 3

0 1 0 2 .0 1 O BR AS PR EL IM IN AR ES 8 9 .0 6

0 1 0 2 .0 1 .0 1 L IM P I EZ A D E T ER R EN O M AN U A L m 2 8 7 ,9 8 0 .2 3 2 0 .2 4

0 1 0 2 .0 1 .0 2 T R A ZO Y R E PLA N T EO m 2 7 0 ,2 2 0 .98 6 8 .8 2

03.02.02 M O V IM IEN TO D E T IER R AS 4 ,4 3 2 .7 3

0 3,0 2.0 2,0 1 E XC A VA C IO N E N M A TE R IA L S U E LT O m 3 1 0 3 .1 7 2 5 .3 4 2 , 6 1 4 .3 3

0 1 0 2 .0 2 .0 2 R EF I N E Y N I VEL AC I O N EN T ER R EN O N O R M AL m 2 7 1 ,7 6 2 5 .3 4 1 , 8 1 8 .4 0

0 1 0 2 .0 3 O B R A S D E C O N C R E TO S IM P LE 2 ,1 5 7 .7 8

0 3 .0 2 .0 3 .0 1 C O N C R ETO F ' C = = 1 0 0 KG / C M 2 . PAR A SO L AD O S Y /O SU B - BASES m 3 4 , 0 4 1 6 5 .9 0 6 7 0 ,2 4

0 3 .0 2 .0 3 .0 2 EM BO Q U I L L AD O D E P I ED R A FC = = 1 4 0 KG t C M 2 + 30 % P M . m 3 5 ,9 3 2 5 0 ,8 5 1 , 4 8 7 ,5 4

03.02.04 O BR AS D E C O N C R ETO AR M AD O 1 8 ,8 6 3 .2 7

0 3 .0 2 .0 4 .0 1 C O N C R ETO S IM P L E FC = = 1 4 0 KG I C M 2 M 3 7 . 7 6 3 0 2 ,5 4 2 ,3 4 7 .7 1

0 3 .0 2 .0 4 .0 2 C O N C R ETO S IM PLE FC ==1 7 5 K G IC M 2+3 0% PM m 3 1 0 .3 7 3 0 2 ,5 4 3 , 1 3 7 .3 4

0 3 .0 2 ,0 4 .0 3 C O N C R ETO S IM P L E FC = = 1 7 5 KG I C M 2 m 3 1 8 .4 9 3 0 2 .5 4 5 ,5 9 3 .9 6

03.02.04.04 EN C O FR AD O Y D ESEN C O FR AD O N O R M AL M 2 80 .93 28 .60 2 , 3 1 4 .6 0

0 3 .0 2 .0 4 .0 5 A C E R O E S T R U C T U R A L F y = =4 2 00 k g l c m 2 k9 1 ,4 1 3 .3 5 3 .8 7 5 .4 6 9 .6 6

0 3 .0 2 .0 5 R EVO Q U ES Y EN LU C ID O S 2 ,5 6 2 .4 3

0 3 .0 2 ,0 5 .0 1 T AR R A J EO EN I N T ER I O R ES C O N IM PER M EAB I L l Z AN T ES m 2 7 5 .8 7 2 6 ,3 5 1 , 9 9 9 .1 7

0 3 .0 2 ,0 5 .0 2 T AR R A J EO EN EXTER I O R ES AC ABAD O C O N C EM EN TO - AR EN A m 2 3 3 .2 7 1 6 ,9 3 5 6 3 .2 603 .0206 SU M I N I S TR O E I N ST AL C I O N D E AC C ESO R I O S 5 0 2 .6 1

0 3 .0 2 ,0 6 .0 1 I N ST A L AC I O N D E AC C ESO R I O S PAR A C APT AC I O N T I PO BAR R A J E G L8 1 .00 5 0 2 ,6 1 5 0 2 .6 1

0 3 .0 2 .0 7 P IN TU R A 3 0 6 .4 5

0 3.0 2,0 7.0 1 P IN T U R A E N M U R O S E X TE R IO R E S m 2 5 8 .8 2 5 ,2 1 3 0 6 .4 5

03 .03 D ES AR EN AD O R 8 ,1 5 9 .7 2

0 1 0 3 .0 1 O BR AS PR EL IM I N AR ES 1 0 .6 0

0 3.0 3.0 1,0 1 L IM P IE ZA D E TE R R E N O M A N U A L m 2 1 0 ,1 6 0 .2 3 2 .34

0 3 .0 3 .0 1 ,0 2 T R A ZO Y R E PLA N T EO m 2 8 .4 3 0 .9 8 82 6

03 .03 .02 M O V IM IEN TO D E T IER R AS 7 7 9 .7 1

0 3.0 3.0 2,0 1 E XC A VA C IO N E N M A TE R IA L S U E LT O m 3 2 1 ,5 3 2 5 ,3 4 5 4 5 ,5 7

0 3.0 10 2.0 2 R E F IN E Y N IV E LA C I O N E N TE R R E N O N O R M A L m 2 9 .24 2 5 ,3 4 2 3 4 ,1 4

03 .03 .03 O BR AS D E C O N C R ETO S IM P L E 8 7 .9 3

03 .03 .03 .01 C O N C R ETO F 'C ==1 0 0 KG tC M 2 .PAR A SO LAD O S Y IO SU B - BASES m 3 0 .53 1 6 5 ,9 0 8 7 .9 3

0 3 .0 3 .0 4 O B R A S D E C O N C R E TO 4 ,4 8 5 .4 1

03 .03 .04 .01 C O N C R ETO S IM P L E FC = = 1 7 5 KG l C M 2 m 3 5 .5 9 3 0 2 .5 4 1 , 6 9 1 .2 0

03 .03 .04 .02 EN C O FR AD O Y D ESEN C O FR AD O N O R M AL M 2 6 5 .9 1 2 8 .6 0 1 , 8 8 5 .0 3

0 3 .0 3 ,0 4 .0 3 A C E R O E S T R U C T U R A L F y = =4 2 00 k g l c m 2 k9 2 3 4 .9 3 3 . 8 7 9 0 9 .1 8

0 3 .0 1 0 5 R EVO Q U ES Y EN LU C ID O S 1 ,0 8 2 .4 5

0 3.0 10 5.0 1 T A R R A J EO E N I N T E R IO R E S C O N I M P E R M E A BIL lZ A N T E S m 2 3008 2 6 .3 5 7 9 2 .6 1

0 3 .0 3, 05 .0 2 T A R R A J E O E N E X T E R I O R E S A C A B A D O C O N C E M E N T O - AR E N A m 2 1 7 .1 2 1 6 .9 3 2 8 9 .8 4

0 3 .0 3 .0 6 SU M I N I S TR O E I N ST AL C I O N D E AC C ESO R I O S 1 ,7 1 3 .6 2,

0 1 0 3 .0 6 .0 1 I N ST AL AC I O N D E T APA M ETAL l C A c e d 1 ,0 0 5 3 6 .0 5 5 3 6 ,0 5

0 3.0 3.0 6,0 2 IN S T A LA C IO N D E E SC A LE R A T IP O G A c e d 1 ,0 0 1 6 8 .7 8 1 6 8 ,7 8

03 .03 .06 .03 I N S T A L A C I O N D E A C C E S O R I O S P A R A O~o

G L B 1 . 0 0 1 . 0 0 8 ,7 9 1 , 0 0 8 ,7 9

03 .04 R ESER VO R I O D E C O N C R ETO AR AM AD 50 O 4 5 ,4 1 0 .8 3


11/35

81 0

Onnnn832 P ág i n a

Presupuesto~

P resupues t o 0502018 " I ns t alación de l se r vic io de agua de l s ist em a de riego de los cen tr os pob lados de la Nac ión Chapeca de los d is tr it os de Paucárá

y Yau l i de las Pr ov inc ias de Acobam ba y Huancavel ica de l depart am ent o de Huancave li ca"

C l iente S10 S . A . G osto a l 31/10/2015

L u g a r H U AN C AV E L lC A . H U A N C AV E L lC A . Y A U LI

Item Descripc ión Und . Metrado P recio S I . P a rc ia l S I ,


0 3,0 4.0 1.0 1 L IM PIE ZA D E T ER RE NO M AN UA L m2 460.00 0 .23 105,80

03.04.01,02 T R A Z O Y R E P L AN T E O m2 125 .61 0 .98 123,10

03.04.02 M O V I MI E NT O D E T I ER R A S 7,978.45

03.04.02.01 E X C A VA C IO N C O N M A Q U IN A R IA E N M A T E R IA L S U E L T O m3 278.43 5 .93 1 , 651 ,09

03.04.02.02 E X C A VA C IO N C O N M A Q U IN A R IA E N R O C A S U E L l A m3 178.37 9 .88 1 ,762.30

03.04.02,03 E l IM I NA C IO N D E M A T E R IA L E X C E DE N T E m3 571.00 7,60 4,339,60

03.04.02,04 P E R FI LA DO E = 0. 15 M m2 162.20 1 .39 225,46

0304.03. O B R AS D E C O NC R E TO SI MP LE 4,209,87

03.04.03.01 C O N C R ET O F ' C= 1 0 0 K G / C M2 ,P A R A S O L A DO S Y/ O SU B -B ASES m3 5 .18 126.7 4 656 .51

0304 . 0302 C O NC R ET O C IC L OP E O F C =1 4 0K G lC M 2 + 3 0% P P . m3 5 .70 205,0 0 1 ,174 .20

03.04.03.03 C O N C R ET O C IC L O P EO F C = 14 0 K G /C M 2 +3 0 %PM, m 3 11.60 205.10 2,379,16

03.04.04 O B R A S D E C O N C R ET O 24,779.87

03.04.04.01 C O N C R ET O F ' C= 2 1 0 KG/CM 2 m 3 38.81 432 .23 16,774.85

03.04.04.02 E N CO F R AD O Y D E SE N CO F R AD O N O R MA L M 2 137 ,94 28.60 3,945.08

03.0 4,04 .03 ACE RO E ST RU CT UR AL F y = 4 200 kg l cm 2 'g 1 ,049,08 3 .87 4 ,059 .9 4

03.04.05 C E R C O P E R IM E T R IC O DE P U A S 436.68

03.0 4,05.01 CE RCO PE RIM ET RIC O CO N PU AS m 263.70 0 .95 250,52

03.04.05.02 SU M INISTR O Y CO L O CACIO N DE R O LL lSO S ood 26 .00 7 .16 186,16

03.04.06 R E V O Q U E S Y E N L UC I DO S 5,436.27

03.04.06.01 T A R R A JE O E N E X T E R IO R E S A C A B A DO CO N C E M E NT O - A R EN A m 2 34.91 16,93 591,03

03.04.06.02 T A R R A JE O E N I NT E R I O R E S C O N I M PE R M E A B IL lZ A N TE S m 2 183.88 26 ,35 4 ,845,24

03.04,07 J U NT A W A T ER S T O P 8 • 374.63

0 3. 04 .0 7. 01 J UN TA S W AT E R S TO P D E P .V .C . D E 8 '. P R OV IS IO N y C OL O CA DO m 15.26 24,55 374,63

0304.08 I NS T AL AC IO N D E A C CE S O R IO S Y O T R O S 1,091.79

03.04.08,01 INSTALACIO N DE TAPA ME TALlCA end 1.00 18 8,58 188 .58

0304.0802 I NS T A L AC IO N D E E S C A LE R A T I PO G A T O en d 1.00 168.78 168.78

03.04.08.03 I NS T A L AC IO N D E P U E R T A D E M A D ER A R U S T IC A en d 1.00 19 7 .73 1 97 .73

03.04.08.04 I NS T A L AC IO N D E A C C ES O R I O S P A R A R E S E R V a R lO G L8 1 .00 536.70 536.70

03.04 ,09 PINTU R A 109.31

03.04.09.01 P IN T U R A E N M U R O S E X T E R IO R E S m 2 20,98 5 .21 109 .31

03.04.10 S I ST E M A D E D R E N AJ E 765.06

03.04.10.01 S U M IN IS T R O Y C O L O C AC IO N D E A R C IL L A m 3 1 .36 20.84 28,34

03.04.10.02 S U M IN IS T R O y C O LO C AC IO N D E G R A VA O C AN T O RO D AD O m 3 8 .81 32.29 284,47

03.04.10.03 I N ST A L AC IO N D E T U B E R IA P V C S A L P E R F O R A DO m 38.82 11.65 452.25

0 3.05 L INEA DE CO ND U CCIO N 24,546.71

0 3.05.01 O B R AS PR ELIMIN AR ES 448.00

0 3.0 5.0 1,0 1 L IM PIE ZA D E T ER RE NO M AN UA L m 560,00 0 .23 128.8 0

03.05.01,02 T R AZ O N IV E LA C IO N y R E P LA NT E O D E Z A NJ AS

ML 560,00 0 .57 319 .20

03.05.02 M O V I MI E NT O D E T I ER R A S 19,463.59

E X C A VA C IO N E N M A T E R IA L S U E L T O m3 182.00 25.34 4 .6 11.88

E X C A VA C IO N E N R O C A S U E L T A m3 21.40 31,68 677 .95

03.05.02.03 E X C A VA C IO N E N R O C A F I JA m3 10.72 48,5 6 520.5 6

03,05.02,04 R E F I NE Y N IV E L A CI O N Z A N JA T E R R . NO R M A L P A R A T U B E R IA M L 560.00 0 ,57 319.2 0

0 3.0 5,0 2.0 5 C OL OC AC IO N D E C AM A D E A PO YO e =0 .1 Ocm M L 560.00 2 .37 1,327.20

03.05.02.06 R E L L E NO C O N M A T E R IA L P R O P IO S E L E CC IO N A D O m 3 355.35 21.53 7,650.69

03,05.02.07 R E L L E NO C O N M A T E R IA L P R O P IO m 3 337.16 12.92 4,356.11

03.05.03 S U M IN IS T R O E I NS T AL C IO N D E T U BE R IA P V C S A P 4,635.12

03.05,03.01 I NS T AL AC IO N D E T U BE R IA P V C S A P. 6 3 m re '5 , N T P I SO 4 4 22 M L 124,00 5 .34 662.16

03.05,03.02 I NS T A L AC I O N D E T U B E R IA P V C S A M L 39600 6 .92 2 ,740,32

0 3. 05 ,0 3.0 3 IN ST AL AC IO N D E T UB ER IA PV S AP 9 m .5 M L 40.00 9,03 361.20

03.05,03.04 I NS T A L AC I O N D E A C CE S O R I O S P A R A : T U S G LB 1 .00 871.44 871.44

DISTRIBUCION

G ) " ~ ; ; ~ ' - ¿ : ; " ~ ' . '' A ; ; Q - ~ í Q ~ ~ S " ,""',i~ If lGEI t~~ O A G R I C O L A ;

R e • C I P. G 1 2 5 7


12/35

81 0 OnnOO831 Pagina 1Presupuesto

~

Presupues to 0502018 " In s t al a ci ón d e l s e r vi ci o d e a g ua de l s i s tem a d e r ie g o d e l o s c en tr o s p ob la d o s d e l a Na c ió n Ch a pec a d e l o s d is t ri to s d e P a uc a rá

y Yau li de [ a s P r ov inc i a s de Acobamba y Hua n c av e li ca d e l depa r ta m en to d e Hua nc a ve l ic a "

Cl ien te S10 S .A . C o s l o a l 31/10/2015L u g a r H U AN CA VELl CA . H U AN CA VELl CA . Y AU L I

I tem Descripción U nd. Me trado Precio S I. Parcial S I.

03.06 L INEA DE D I8TR lBUCION 26,607.88

03.06.01 OBRAS PRE LIMINARES 496.00

03.06,01.01 L I MP I EZA D E TE R R E NO M ANUAL m 620,00 0.23 142 .60

03.06,01.02 TR AZO N I VE LACI O N y R E PLANTE O D E ZANJAS ML 620,00 0.57 353 ,40

03.06.02 M O V IM IE NTO D E T I ER R AS 20,698.20

03.06.02.01 E X CA V AC IO N E N M AT E R IA L S U EL T O m3 206.61 25 .34 5 ,235,50

03.06.02.02 E X CA V AC IO N E N R O CA S U E LT A m3 51 .55 31 .68 1,633,10

0 3, 06 .0 2, 03 R EF IN E Y N IV EL AC IO N Z AN JA T ER R. NO RM AL P AR A T U BE RIA ML 620.00 0.57 353.40

0 3.06 .02 ,04 C OL OC AC IO N D E C AM A D E A PO YO e =0.1O cm ML 620.00 2 .37 1,469.40

0 3. 06 .0 2. 05 R EL LE NO C ON M AT ER IA L P R OP IO S E LE CC IO NA DO m3 355 .35 21.53 7,650.69

0306.02.06 R E LLE NO CO N M ATE RI AL PR O P IO m3 337.16 12,92 4,356.11

03.06.03 SUMINIS TRO E INSTALCION DE TUBE RIA PVC SAP 5,413.68

03.06.03,01 I NS T AL A CI ON D E T U B ER IA P V C S A P 7 5 m m C .5 ML 274.00 6,92 1,896.08

03 .06 .03 ,0 2 IN ST AL AC IO N D E T UB ER IA P V S AP 9 0 m m C -5 ML 64.00 9.03 577.92

03.06.03.03 I NS T ALACI O N D E TUBE R IA PV C S AP 63 m m C - 5, NTP I S O 4 4 22 ML 160.00 53 4 854.40

03.06,03.04 I NS TALAG I ON D E TUBE R IA PV C S AL 1 10 m m S . 20 NTP 4 4 35 ML 122.00 9.44 1,151.68

0 3. 06 .0 3. 05 IN ST AL AC IO N D E A CC ES OR IO S P AR A T U BE RIA P V G S AP E N L IN EA D E GL B 1.00 933.60 933.60CONOUCCION

03.07 TOMA LATERAL (03 UNJO) 3 ,702.08

03.07.01 OBR AS PRELIMINARES 5.62

03 .07 .01.0 1 L IM PIE ZA D E T ER RE NO M AN UA L m2 4.05 02 3 0.93

03 .07 .01.'02 T RA ZO Y R EP LA NT EO m2 4.79 0,98 4.69

03.07.02 MOV IMIENTO DE TIE RRAS 112.76

03 .07 .02 ,0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m3 4,45 25 ,34 112.76

03.07.03 OBR AS DE CONCR ETO 1,551.49

03.07.03,01 CO NCR E TO S I MPLE FC= 17 5 KG /CM 2 m3 2 .20 365.14 803,31

03 ,07 .03 .0 2 E NC OF RA DO Y D ES EN CO FR AD O N OR MA L M2 26 ,16 28.60 748,18

03.07.04 REV OQU ES Y ENLU CID OS 151.90

0 3. 07 .0 4. 01 T AR RA JE O E N E XT E RIO RE S A CA BA DO CO N C EM EN TO -A RE NA m2 27.23 16.93 461,00

0 3. 07 .0 4. 02 T AR RA JE O E N IN TE R IO RE S C ON IM PE RM EA BIL lZ AN TE S m2 11.04 26 .35 290,90

03.07.05 SUMINISTRO E INSTALCION DE ACCESORIOS 1,280,31

03.07.05,01 INST ALACION DE ACCESORIOS end 3 .00 426.77 1,28031

0308 CAJAS D E INSPECCION (07 UNJO) 6 ,285.77

03.08.01 OBR AS PRELIMINARES 9.32

03.08.01,01 L I MP I E ZA D E TE R R E NO M ANUAL m2 7.70 02 3 1,77

03 .08.01,02 T RAZ O Y R EP LANT EO m2 7.70 0.98 7,55

03,08.02 MOV IMIENTO DE TIERRAS 224,51

0308.02.01 E X CA V AC IO N E N M AT E RI AL S U E L TO m3 8.86 25 .34 224.51

03.08.03 O BRAS DE CO NCRETO 3,371.36

03 .08.0 3.01 C ON CR ET O S IM PL E F C= 17 5 K G / CM2 m3 494 365 .14 1,803. 79

03 .08.0 3.02 E NC OF RA DO Y D ES EN CO FR AD O N OR MA L M2 54,81 28.60 1,567.57

03.08,04 E NLUC ID O S Y TAR R AJE O S 1,360.52

03.08.04.01 TAR R AJE O E N E XTE R IO R E S ACABAD O CO N CE M ENTO -AR E NA m2 16.70 16.93 282,73

03.08.04.02 TAR R AJE O E N I NTE R IO R E S CO N I MPE R M E AB I Ll ZANTE S m2 24.92 43 .2 5 1,077.79

03.08.05 S UMINISTRO E INS TALCION DE ACCESORIOS 1,320.06

0 3. 08 .0 5. 01 IN ST AL AC IO N D E T AP A M ET AL lC A 0 .8 0X 0. 70 , e =1 18 " on d 7.00 188.58 1,320,06

0309 ESTUDIOS COMPLEMET ARIOS 391.86

03.09.01 PR UE BA D E CAL ID AD D E L CO NCR E TO (PR UE S GL B 1.00 180.00 180,00

03.09.02 D ISE ÑO DE MEZCLAS GL B 1.00 211.86 211,86

03.10 FLETE 12,603,14

03.10.01 FLETE 12,603.14

03 .10.01.01 F LE TE T ER RE ST RE S ANT A R OS A GL B 1.00 8,480.33 8,480.33

03 .10.01.02 F LE TE R UR AL S ANT A R OS A GL B 1,00 4,122,81 4,122.81


13/35

SI O P ag i na

Presupuesto nnnnn830~

P resupu es to 0502018 " Ins ta lación de l se rv icio de agua de l s ist em a de riego de los cen tr os pob lados de la N ac ión C hapeca de los d ist ri tos de Paucará

y Yau li de las Prov inc ias de Acobam ba y H uancave l ica de l depart am ent o de H uancavel ica"

C l ien te S 1 0 S . A . C o s t o a l 3111012015

L u g a r H U A N C A V E L l C A .H U A N C A V E L l C A .Y A U L I

Item D escripción U nd. M etrado Precio SI . Parc ial S I.

04 S I ST E M A D E R I EG O I S CU M AC H AY . Y U NC H I. T A Y AP A MP A 444,672.63

04.01 O BR AS PR O VIS IO NALES

04.02 C A PT A CI O N B A RR A J E T I PO I ( 0= 9 L 1 T IS E G ) 11 ,227.11

04.02.01 OBR AS PR EL IM INAR ES 21.74

04.02.01.01 L IM P IE Z A D E T E R R EN O M A NU A L m 2 19 ,20 0.23 4.42

04.02.01.02 T RAZ O Y R EPLANT EO m 2 17 ,67 0.98 17 ,32

04.02.02 MO VIMIENTO DE T IER RAS 1,253.06

0 4.0 2.02 .0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m 3 13.51 25.34 34234

04.02.02.02 R E F IN E Y N IV E L AC IO N E N T E R R EN O N O R M A L m 2 35.94 25.34 910.72

04.02.03 O B R A S D E C O N CR E T O S I MP L E 532.18

04.02.03.01 C O N CR E T O F 'C = 1 00 K G I CM 2 .P A R A S O L AD O S Y IO SUB-BASES m 3 0.35 165,90 58,07

0 4, 02 .0 3, 02 E MB OQ UIL LA DO D E P IE DR A F C= 14 0K G IC M2 + 30 % P M. m 3 1.89 250,85 474,11

04.02.04 O BR AS DE CO NCR ETO AR MADO 7,445.05

0 4.0 2.0 4, 01 C ON CR ET O S IM PL E F C= 17 5 K G/ CM 2+ 30 %P M m 3 15.19 302,54 4 ,595,58

0 4.0 2,04 .0 2 C ON CR ET O S IM PL E F C"1 75 K G / C M 2 m 3 3.98 302,54 1 ,204,11

04.02.04.03 E N C OF R A DO Y D E S E NC O F R AD O N O R MA L M 2 57.53 28,60 1 ,645.36

04.02.05 R EVO QUES Y ENLUCIDOS 1,166.02

04.02.05.01 T A R R AJ E O E N I NT E R IO R E S C O N I MP E R ME A B IL lZ A N TE S m 2 36.49 26.35 961.51

04.02.05.02 T A R R AJ E O E N E X T E RI O R ES A C AB A DO C O N C E ME N T Q .A R E NA m 2 12.08 16,93 204.51

04.02.06 S U M IN IS T R O E I NS T A LC IO N D E A C CE S O R IO S 502.61

04.02,06.01 I NS T A L AC IO N D E A C CE S O R IO S P A RA C A PT A C IO N T IP O B A R R AJ E G LB 1.00 502,61 502.61

04.02,07 PINTUR A 306.45

0 4.0 2,07 .0 1 P IN TUR A E N M UR OS E XT ER IO RE S m 2 58.82 5,21 306.45

04,03 DESARENADDR 14,459.18

04,03.01 O BR AS PRELIMINAR ES 31.47

04.03.01.01 L IM P IE Z A D E T E R R E NO M AN U AL m 2 44.82 0 ,23 10.31

04.03.01.02 T R A Z O Y R E P LA N T EO m 2 21.59 09 8 21.16

04.03.02 M O V IM IE N T O D E T I ER R A S 2,008.95

04.03.02.01 E X C AV A CI O N E N M A T ER I AL SU E L TO m 3 58 ,98 25.34 1 ,494.55

0 4.03 .0 2.0 2 R EF INE Y NIV EL AC IO N E N T ER RE NO NO RM AL m 2 20 ,30 25.34 514.40

04.03.03 O B R A S D E C O N CR E T O S IM P LE 179.17

04.03.03.01 C O N CR E T O F ' C" 10 0 K G / CM 2 .P A R A S O L AD O S Y /O SUB-BASES m 3 1,08 165.90 179.17

04.03.04 O B R A S D E C O N CR E T O 7,579.19

04.03.04.01 C O N CR E T O S I MP L E F C = 17 5 K G / C M 2 m 3 11.37 302.54 3 ,439,88

0 4.03 ,0 4.0 2 E NC OF RA DO Y D ES ENC OF RA DO N OR MA L M 2 94 ,98 28.60 2 ,716.43

0 4.03 ,0 4.0 3 A CE RO E ST RU CT UR AL F y = 4 20 0 k gl cm 2 'g 367,67 3.87 1 ,422,88

04.03.05 R E V O Q UE S Y E N L UC ID O S 2,143.91

04.03.05,01 TAR R AJEO EN INTER IOR ES CON IM PER M EABll IZANTES m 2 60 ,43 26.35 1.592,33

0 4, 03 .0 5, 02 T AR RA JE O EN E XT ER IO RE S A CA BA DO C ON C EM EN TO -A RE NA m 2 3258 16.93 551,58

04.03.06 S U M IN IS T R O E I NS T A LC IO N D E A C CE S O R IO S 2,516.49

0 4,03 .0 6,0 1 IN ST AL AC IO N DE T AP A M ET AL lC A o n d 1.00 536,05 536.05

04.03.06.02 I NS T A LA C IO N D E E S C AL E R A T IP O G A T O o n d 1.00 168.78 168.78

04.03.06.03 I NS T A LA C IO N D E A C CE S O R IO S P A RA D E S AR E N AD O R D = 11 0 mm G L8 1.00 1 ,811.66 1 ,811.66

04 .04 R E S E RV O R IO D E C O N CR E T O A R A M AD O C : 1 5 0 M 3 , ( 01 U N ID ) 47,227.31

04,04,01 O BR AS PR ELIMINAR ES 228.90

0 4,0 4.0 1,0 1 L IMP IE ZA DE T ER RE NO M AN UA L m 2 460,00 0.23 105.80

04.04.01.02 T R A Z O Y R E P LA N TE O m 2 125,61 09 8 123.10

04.04.02 MOVIMIENTO DE T IER R AS 13,725.12

0 4.0 4, 02 .0 1 E XC AV AC IO N C ON M AQ UIN AR IA E N M AT ER IA L S UE LT O m 3 481,13 5.93 2,853.10

04.04.02.02 E X C AV A C IO N C O N M A Q UI NA R IA E N R O C A S U E LT A m 3 313.51 9.88 3,097.48

0 4.0 4.0 2.0 3 E LlM IN AC IO N D E M AT ER IA L E XC ED EN TE m 3 993.30 7 ,60 7 ,549,08

04.04.02,04 PE RF ILADO E =0,15 M m 2 162.20 1.39 225.46

04.04.03 O B R A S D E C O N CR E T O S I MP L E 4,209.87


14/35

S10 nnnn0829 Pag i na 1Presupuesto ~

Presupuesto 0 5 0 2 0 1 8 " In s ta la c ió n d e l s e rv ic io d e a g ua d e l s is t em a d e r ie g o d e [o s c e nt ro s p o bl ad o s d e l a N a c ió n C h a p e ca d e l os d is t ri to s d e Pa u ca r á

y Y au l i d e la s P ro v inc ias d e Ac o b a mba y H u a n ca v e li c a d e l de p a rta me nto d e H u a nc a v el ic a "

C lien te S 1 0 S .A . C o s to a l 3 1 1 1 0 1 2 0 1 5

L u g a r H U AN C AV E Ll CA . H U AN C AV E Ll CA . Y AU L I

Item Descripción U nd. M etrado P recio S I. Parcial S I.

04 .04 .03 .01 C O N CR E T O F 'C "1 0 0 K G IC M 2 .P A R A S O L A D O S Y IO S U B .B A S E S m3 5.18 126 .74 656,51

04 .04 .03 .02 C O N CR E T O C IC lO P E O FC = 1 40 K G /C M 2 +30%PP, m3 5 .70 2 0 6 0 0 1 ,174 ,20

04 .04 .03 .03 C O N CR E T O C IC L O PE O F C = 14 0 K G IC M 2 +3 0 % PM . m3 11 .60 205.10 2,379.16

04 .04 ,04 O B R A S DE C O NCR E TO 20,849.68

04 .04 .04 .01 C O N CR E T O F 'C = 21 0 K G /C M 2 m3 28 ,75 432 .23 12 ,426 .61

04.0404 .02 E N C O FR A D O Y D E S E NC O F R AD O N O R M AL M2 134 ,92 28 .60 3.858.71

04 .04 ,04 .03 AC ER O E STR UCTU RAL Fy = 420 0 kg l cm 2 kg 1 ,179 .42 3 .87 4 ,554 .36

04 .04 ,05 CE R C O PE R IM E TR ICO DE PU AS 436 .6 8

0 4.0 4,0 5.0 1 C ER CO P ER IM ET RIC O C ON P UA S m 263 . 7 0 0 .95 250 .52

0 4.0 4.0 5.0 2 S UM IN IS TR O Y C OL OC AC IO N D E R OL LlS O S u c , 2600 7 .16 18 6 .16

04.04 .06 R E V O Q U E S Y E NLU CIDO S 5 ,4 36 .27

0 4.0 4.0 6.0 1 T A RR AJ EO E N E XT ER IO RE S A C AB AD O C ON C EM EN TQ .-A RE NA m2 34 ,91 16 .93 591 .03

04.04 .06 .02 T A R R A J E O E N I N TE R I O R E S C O N I M PE R M E A B I L lZ A N T E S m2 183 .8 8 26 .35 4,845.24

04 .04 .07 JU NT A W A TE R S TO P 8" 374 .63

0 4,0 4.0 7,0 1 J UN TA S W A TE R S T OP DE P ,V ,C . D E 8 ", P RO VIS IO N y C OL OC AD O m

1 5 ,26 2 4 .55 374 .63

04 .04 .08 I NS T A LA C IO N D E A C C ES O R IO S Y O T R O S 1 ,091 .79

04 ,04 .08 ,01 I N S TA L A C IO N D E T A P A M E T A lI C A u c , 1 .0 0 1 88 .58 18 8 .58

04.04 .08 .02 I NS T A LA C IO N D E E S C A LE R A T IP O G A T O u c , 1 .0 0 168 .78 16 8 .78

04.04 .08 .03 I NS T A LA C IO N D E P U E R TA DE M A DE R A RU S T IC A en' 1 .0 0 1 97 .73 19 7 .73

0 4. 04 ,0 8.0 4 IN ST AL AC IO N D E A CC ES OR IO S P AR A R E SE RV aR lO G L8 1 .0 0 536 ,70 536 .70

04 .04 .09 PI NTURA 109 .31

0 4.0 4.0 9.0 1 P IN TU RA E N M UR OS E XT ER IO RE S m 2 20 98 5 .21 10 9 .31

04 .04 ,10 S IS TE MA DE DR E N AJE 765 .06

0 4,0 4.1 0.0 1 S UM IN IS TR O Y C OL OC AC IO N D E A RC IL LA m3 1 .36 2 0 ,84 28 .3 4

04 ,04 .10 .02 S U M IN IS T R O Y C O L O CA C IO N D E G R A V A O C A NT O R OD A D O m3 8 .81 32 .29 284 .47

0 4,0 4.1 0.0 3 IN ST AL AC IO N D E T UB ER IA P VC S AL P ER FO RA DO m 38 .82 11 .65 452 .2 5

04 ,05 R E S E R V O R IO DE CO NCR E T O AR A MADO C: 300 M3, (01 U NID ) 106 ,794 .66

04 ,05 .01 O B RAS PR E LIM INAR E S 358 .92

0 4,0 5.0 1.0 1 L IM PIE ZA D E T ER RE NO M AN UA L m 2 638 00 0.23 146 .74

04 ,05 .01 .02 TR AZO Y R EPLA NTE O m2 216 .51 09 8 212 .18

04 ,05 .02 M O V I M IE N T O D E T I E R R A S 49 ,460 .03

0 4.0 5.0 2.0 1 E XC AV AC IO N EN M AT ER IA L S UE LT O m3 793 .83 2 5 .34 20 ,115 .65

0 4.0 5,0 2.0 2 E XC AV AC IO N E N R OC A S UE LT A m3 520 .10 3 1 .68 16 ,476 .77

0 4.0 5.0 2.0 3 E lIM IN AC IO N D E M AT ER IA L E XC ED EN TE m3 1,642 .41 7 .60 12 ,482 .32

04 .05 ,02 .04 PE RF ILADO E =0 .15 M m2 277 .19 1 .39 385 .29

04 .05 .03 O B RAS DE CO NC R E TO S IMPLE 5 ,938 .96

0 4. 05 ,0 3.0 1 C ON CR ET O F'C =1 00 K GIC M2 .P AR A S O LA DO S Y IO S U B-B AS E S m 3 7 .56 1 26 .74 958 .15

0 4.0 5,0 3.0 2 C ON CR ET O C IC LO PE O F C= 14 0K GIC M2 + 30 %P P m3 12 .49 206 ,00 2 ,5 72 .94

0 4.0 5,0 3.0 3 C ON CR ET O C IC LO PE O F C= 14 0K GIC M2 + 30 %P M m3 11 .74 205 ,1 0 2 ,407 .87

04 .05 ,04 O B R A S D E C O N CR E T O 38 ,362 .10

04 .05 .04 .01 C O N CR E T O F 'C = 21 0 K G IC M 2 m3 61 .94 432 .2 3 26 ,772 .33

0 4.0 5.0 4.0 2 E NC OF RA DO Y D ES EN CO FR AD O N OR MA L M2 180 .72 2 8 6 0 5 ,168 .59

0 4,0 5.0 4.0 3 A CE RO E S TR UC TU RA L F y = 4 20 0 kgl cm 2 k9 1,659.22 3.87 6 ,421 .18

04 .05 .05 CE RCO PE R IM E TR ICO DE PU AS 562 .93

0 4.0 5.0 5.0 1 C ER CO P ER IM ET RIC O C ON P UA S m 336 ,30 0 .95 319 .49

0 4.0 5.0 5.0 2 S UM IN IS TR O Y C OL OC AC IO N DE R OL LlS O S u n ' 34 ,00 7 .16 243 .44

04 .05 ,06 R E V O Q U ES Y E N L U CI DO S 8 ,354 .81

0 4.0 5.0 6.0 1 T AR RA JE O E N E XT ER IO RE S A CA BA DO C ON C EM EN TQ .-A RE NA m2 40 ,53 16 .93 686 .17

0 4, 05 .0 6, 02 T A RR A JE O E N IN TE R IO R ES CO N IM PE R ME A BIL lZ AN T ES m2 291 ,03 26 .35 7 ,668 ,64

04 .05 .07 J U N TA W A T E R S T O P 8 " 1 ,545 .18

0 4,0 5.0 7,0 1 J UN TA S W A TE R S T OP DE P ,V ,C . D E 8 ", P RO VIS IO N y C OL OC AD m 62 ,94 24 .55 1 ,545 ,18

04 ,05 .08 INS T ALA CIO N DE A CCE SO RIO S Y O TR OS 1 ,091 .79


15/35

51 0 . nnnnn8 . P 09 ;". 1Presupuesto ... 2 8 ~

Presupuesto 0502018 " In st ala ció n d e l s e rv ic io d e a gu a d el s is te m a de r ie go d e lo s c en tr o s p o bla do s d e la N ac ió n C h op - t n o s e a uc ar á

y Y auli d e l as Prov in c ia s d e Ac ob am b a y Huan c av e li ca d e l depa r tam en to d e Hua nc a ve l ic a "

C lie n te 5105A C o s t o a l 3111012015

Lugar H U A NC A VE L lC A . H U AN C AV E L lC A . YA U L I

I tem Descripción Und. Metrado Prec io S I. Parcial SI .

04 .05 ,08 .01 IN ST AL AC IO N DE T AP A M ET AL lC A u c d 1.00 188 .58 188.58

04.05.08.02 I NS T A LA C IO N D E E S CA L ER A T I P O G A T O u c d 1.00 168 .78 168.78

04.05.08.03 I NS T A LA C IO N D E P U E R TA DE M A DE R A R US T IC A u c d lO O 197.73 1 9 7 . 73

04.05.08.04 I NS T A LA C IO N D E A C CE S O R IO S P A R A R E S ER V O R IO G LB lO O 536.70 536.70

04.05,09 P INTU R A 123.89

04 .05 ,09 .01 P IN TU RA E N M UR OS E XT ER IO RE S m2 23.78 5 .21 123.89

04 .05 .10 S ISTEMA DE DR ENA JE 995 .05

04.05.10.01 S U MI NI S TR O y C O L O C AC IO N D E A R CI L LA m3 1.77 20.84 36,89

0 4, 05 .1 0, 02 S UM IN IS TR O Y C OL O CA CIO N D E G R AV A O C AN TO R O DA DO m3 11.47 3229 370.37

0 4, 05 .1 0, 03 IN ST A LA CIO N DE T UB ER IA P VC S AL P ER FO R AD O m 50.54 11,65 58 8.79

04,06 CR UCE AER EO L=15ML (02 UNID) 8,545.79


04 ,06 .0 1,01 L IM PIE ZA D E T ER RE NO M AN UAL m2 26.56 02 3 6.11

04.06.01,02 T R A Z O Y R E P L AN T E O m2 7 8.24 0.98 76.68

04.06.02 M O V IM I EN T O D E T I ER R A S 401.98

04 .06 .0 2.01 E XC AV AC IO N E N M AT ER IAL S UE LT O m3 13.50 25.34 342,09

04.06.02.02 R E L LE N O C O N M A T ER I AL P R O P IO m3 4 .20 14.26 59.89

0406.03 C O N C RE T O S IM P L E 1,101.93

04.06.03.01 C O N C RE T O F ' C = 10 0 K G I CM 2 .P A R A S O L A D O S Y IO S U B -B A SE S m3 0 .78 126.74 98,86

04.06.03.02 C O N C RE T O SI M PL E F C = 14 0 K G I CM 2 +3 0 % P M M3 3 .60 2 78.63 1,003,07

04,06.04 O BR AS DE CO NCR ETO 4,149.78

04.06.04,01 C O N CR E T O S I MP L E F C = 17 5 K G I CM 2 m3 6 ,05 3 65,14 2,209,10

04 .06 .0 4.02 E NC OF RAD O Y D ES EN CO FR AD O N OR MAL M2 21,70 2B.60 620,62

04.06.04.03 A C ER O E S T RU C T UR A L F y = 4 2 00 k g l c m 2 k9 336,7 5 3.92 1,320,06

04.06,05 ENLUCIDO S Y T AR R AJEDS 365,69

0 4. 06 ,0 5. 01 T A RR AJ EO E N E XT ER IO R ES A CA BA DO C O N C EM EN TD -A RE NA m2 2 1.60 16.93 365.69

04.06.06 TUBER 1AS 1,171.18

04 .06 .06 .0 1 IN ST AL AC tO N D E T UB ER IA H DP E m 31.00 37.78 1,171.18

04 .06.07 VAR IO S 1,272.44

04.06.07.01 S U M IN IS T R O E I NS T .o E A C CE S O R IO S P A R A C R U CE A E RE O D E 1 5M L o n d 20 0 6 36,22 1,272.4 4

04.07 C R U CE A E RE O L = 11 M L ( 02 U N ID ) 6,871.78


04.07.01.01 L I MP I EZ A D E T E R R EN O M A NU A L m2 2 4.48 0.23 5.63

04.07.01.02 T R A ZO Y R E P L AN T E O m2 65.52 0.98 64.21

04.07.02 MOVIMIENTO DE TIER R A S 326.97

04.07,02.01 E X C AV A CI O N E N M A TE R IA L S U EL T O m3 10.54 25.34 267.08

04 .07 .0 2.02 R EL LE NO C ON M AT ER IAL P RO PIO m3 4 .20 14.26 59.89

04.07.03 C O N CR E T O S I MP L E 1,076.58

0 4, 07 .0 3. 01 C ON CR ET O F 'C =1 00 K G IC M2 .P AR A S OL AD OS Y IO S UB -B AS ES m3 0,58 126.7 4 7 3,51

0 4, 07 .0 3. 02 C ON CR ET O S IM PL E F C= 14 0 K G IC M2 +3 0% P M M3 3 .60 278.63 1,003.07

04,07.04 O B R A S D E C O N C RE T O 3,280.35

04 .07 .04 ,0 1 C ON CR ET O S IM PL E F C= 17 5 K GIC M2 m3 4 .56 365,14 1,665,04

04.07.04.02 E N C O FR A D O Y D E S EN C O F R AD O N O R M A L M2 17.60 28,60 503.36

04 .0 7.04 .03 A CE RO E S TR UC TU RAL F y '" 4 200 k gl cm 2 kg 283.66 3.92 1,111.95

04 ,07.05 ENL UCIDO S Y TAR R AJEO S 297.97

04,07.05.01 T A R R AJ E O E N E X T E RI O R ES A C AB A D O CO N C E M EN T D -A R EN A m2 17.60 16 .93 297.97

04,07.06 TU BER IAS 710.37

04 ,0 7.06 ,01 IN ST AL AC IO N D E T UB ER IA H DP E m 24.70 28.76 710.37

04,07.07 VAR IO S 1,109.70

0 4, 07 .0 7. 01 S UM IN IS TR O E IN ST .o E A CC ES O RIO S P AR A C RU CE A ER O u e d 20 0 554.85 1,109.70

04.08 L INEA DE CONDU CCION (L = 2 ,5 4 0 ML) 84,974.55

04.08.01 OBR A S PR EL IMINA R ES 2,032.00

04 .0 8.01.01 L IM PIE ZA D E T ER RE NO M AN UA L m 2,540.00 0,23 584.20. . . ._ . . • • . .


16/35

81 0 n Pag ina J 1Presupuesto G9OO655&-

Presupues to 0 5 0 2 0 1 8 " In s ta l ac ió n d e l s e rv ic io d e a g u a de l s is t em a d e r ie g o d e l o s c e n tr o s p o b la d o s d e l a N a c ió n C h a p e c a d e l os d is t ri to s d e P a u c ar á

y Y a u li d e l a s P r o vi nc ia s d e A co b a m b a y H u an c a ve l ic a d e l de p a rt a m e nt o d e H u a nc a v el ic a "

Cl ien te S 1 0 S . A . Co s t o a l 31 /10 /2015

Lugar H U AN C AV E LlC A . H U AN C AV E LlC A . Y AU LI

Item Descripción Und . Metrado P r ec i o S I . Pa rc ia l S I ,

0 4.0 8.Q 1.02 T RA ZO N IV EL AC IO N y R EP LAN TE O D E Z AN JA S M L 2 ,540.00 0.57 1 ,447.80

04 .08 .02 M O VIM IE NT O D E T IE R R AS 55 ,830 .69

04.08.02.01 E X G A V AC I O N E N M A T E R IA L S U E L TO m 3 750.41 25 .34 19 ,015 .39

04.08,02.02 E X G AV A CI ON E N R O C A S U EL T A m 3 26T96 31 .68 8,488.97

04 .08 .02 .03 E XG AV ACIO N E N R OCA F IJA m 3 53 .59 48 .56 2 ,602.33

0 4.0 8.0 2.0 4 R EF IN E Y N IV EL AC IO N Z AN JA T ER R.N OR MA L P AR A T UB ER IA M L 2,540.00 0 ,57 1 ,447.80

0 4.0 8.0 2.05 C OL OC ACIO N D E C AM A D E A PO YO e "0 .1 0cm M L 2 ,540.00 2 .37 6 ,019 .80

04 .0802 .06 R E L LE N O C O N M A T ER I AL P R O PI O S E L EC C IO N A D O m 3 540 .08 21 .53 11 ,527 .92

0 4.0 8.0 2.07 R EL LE NO C ON M AT ER IA L P RO PIO m 3 513 .04 12 .92 6 ,628 .48

04.08.03 S UM INISTR O E INST ALCIO N D E T UBE R IA PV C SAP 27 ,111 .86

0 4.0 8,0 3.01 IN ST AL ACIO N D E T UB ER IA P V C S AP 75 m m C -5 M L 776.00 5,92 5,369.92

04 .08 .03 .02 I NS T A LA C IO N D E T U B ER I A P V S A P 9 0 m m C -5 M L 1 ,380.00 . 9 0 3 12,461.40

04 .08 .03 .03 I NS T A LA C IO N D E T U B ER I A P V C SA L 1 1 0 m m S - 20 N T P 4 4 35 M L 132 .00 9,44 1,246.08

0 4,0 8.0 3.0 4 IN ST AL AC IO N D E T UB ER IA P VC S AP 1 50 m m S -2 5, N TP IS O 4 43 5 M L 252.00 14,14 3,563.28

04,08.03.05 I NS T A LA C IO N D E A C CE S O R IO S P A RA T U B ER I A P V C S A P E N L IN E A D E G LB

1 .00 4 ,471 .18 4 ,471 .18

D ISTR IBUCION

04 .09 L I N E A D E D I S T R IB U C I O N ( 2 ,5 3 0 Ml) 75 ,299 .40

04 .09 ,01 O B R AS PR E L IM INAR E S 2,024.00

q4 .0 9.0 1.0 1 L IM PIE ZA D E T ER RE NO M AN UA L m 2 ,530 .00 0 .23 581 .90

04 .0 9.0 1.0 2 T RA ZO N IV EL AC IO N Y R EP LA NT EO D E Z AN JA S M L 2 ,530.00 0 ,57 1 ,442 .10

04 .0902 M O V IM I EN T O D E T I ER R A S 50 ,684 .41

04.09.02.01 E X C AV A CI O N E N M A T ER I AL SU E L TO m 3 694 .19 25 ,34 17 ,590 .77

04 .09 .02 .02 E XCAV ACIO N E N R OCA SUELT A m 3 297.51 31 .68 9,425.12

0 4,0 9.0 2.0 3 R EF IN E Y N IV EL AC IO N Z AN JA T ER RN OR MA L P AR A T UB ER IA M L 2 ,530 .00 0 ,57 1 ,442 .10

04,09.02,04 C O L O CA C IO N D E C A M A D E A P O YO e " 0, 1O c m M L 2 ,530.00 2 .37 5 ,996 .10

0 4,0 9.0 2,0 5 R EL LE NO C ON M AT ER IA L P RO PIO S EL EC CIO NA DO m 3 541 .48 21 ,53 11 ,658 .06

04 .09 .02 .06 R E L LE N O C O N M A T ER I AL P R O PI O m 3 353 .B9 12,92 4,572.26

04,09.03 S UM INIST R O E INST ALCID N D E T UBE R IA PVC SAP 22 ,590 .99

04.09.03.01 I NS T A LA C IO N D E T U B ER I A P V C S A P 6 3 m m C - 5, N T P I S0 4 42 2 M L 234.00 53 4 1 ,249,56

04 .0903 .02 I NS T A LA C IO N D E T U B ER I A P VC S A P 7 5 m m C - 5 M L 7 90 .00 6 .92 5,456,80

04 .09 .03 .03 I NS T A LA C IO N D E T U B ER I A P V S A P 9 0 m m C -5 M L 1 ,182 .00 9 ,03 10 ,673 .46

04.09.03.04

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