Metrado Doc. Vera

7/24/2019 Metrado Doc. Vera

1/20

PLANILLA DE METRADOS

Fecha Noviembre 2015 UNIVERSIDAD SAN PEDRO

tem Descripcin Und. N Largom!

Limpie"a de Terreno m#Terreno 1 19.52E$iminacion de %o$ E&ca%acion mA 1 1 1!.""

A 2 1 1!.1#

A 1 19.52

A ! 1 19.52

E&c%acion de 'imentacion m(E$e A%D&E$e 1%5 2 19.5"

E$e '%(&E$e 1%5 2 19.5"

E$e 1%5&E$e A%D 2 1!.""

E$e 2%!&E$e A%D 1!.""

E&c%acion de )apata m()%1 2 2.#0

)%2 ! 2.#0

)% 2 2.0

)%! 2 2.50

)%5 1 9.50

)." 1 1!.55

)%* 1 9.55)%# 1 1!.05

*iga de 'imentacionE$e A%A & 1%2 + 1 ".10

E$e A%A& 2% 1 .21

E$e A%A&%! 1 !.!5

E$e A%A&!%5 1 .5*

E$e '%' & 1%2 + 1 ".*0

E$e '%'& 2% 1 .""

E$e '%'&%! 1 !.90

E$e '%'&!%5 1 !.09

E$e (%( & 1%2 + 1 ".10

E$e (%(& 2% 1 3.2

E$e (%(&%! 1 4.45

E$e (%(&!%5 1 .5*

E$e D%D & 1%2 + 1 5.!5

E$e D%D& 2% 1 .21

E$e D%D&%! 1 !.!5

E$e D%D&!%5 1 .5*

Eje 1-1/ A-D + 1 0.25


2/20

PLANILLA DE METRADOS

Fecha Noviembre 2015 UNIVERSIDAD SAN PEDRO

tem Descripcin Und. N Largom!E$e 2%2 &A%D 1 0.25

E$e %& A%D 1 0.25

E$e !%!& A%D 1 0.25

E$e 5%5& A%D 1 0.25


3/20

Anc+om! A$tom! PAR'IAL TOTAL

#,-.-1!."" 2#".1"/(0.121

0."5 5.55 2".!!

1#.#* 5.55 1!#5.05

0.29 5.55 15.*1

0.19 5.55 10.29

1/.030.50 0.*0 1."9

0.!0 0.*0 10.95

0.!0 0.*0 #.21

0.!0 0.*0 12.1

22.02.#0 0.*0 10.9#

2.#0 0.*0 21.95

2.0 0.*0 *.!1

2.50 0.*0 #.*5

1.50 0.*0 9.9#

1.50 0.*0 15.2#

1.50 0.*0 10.01.50 0.*0 1!.*5

0.25 0.50 0.*"

0.25 0.50 0.!0

0.25 0.50 0.5"

0.25 0.50 0.!5

0.25 0.50 0.#!

0.25 0.50 0.!"

0.25 0.50 0."1

0.25 0.50 0.51

0.25 0.50 0.*"

0.25 0.50 0.!0

0.25 0.50 0.5"

0.25 0.50 0.!5

0.25 0.50 0."#

0.25 0.50 0.!0

0.25 0.50 0.5"

0.25 0.50 0.!5

12.11 0.20 0."1


4/20

Anc+om! A$tom! PAR'IAL TOTAL1." 0.20 0."*

1.2" 0.20 0.""

1.2" 0.20 0.""

11."0 0.20 0.5#


5/20

L A H

Zotano

Excavacion por Area 19.52 14.66 286.2 287.4

Eliminacion mat. Excedente 19.52 14.66 4.25 1216.1936 1149.5

Perfilacion de an!a" 1 1 1 1

1 1

1 1

Armado de Estructuras 0Armad#ra de e"tr#ct#ra 1 1 1 1 6.7

6 apata" $rande" 1 1 1 1 150

1 1 1 1

Armado de %#ro 1 1 1 1 6.7 ml* 35

Armad#ra en &ol#mna" 1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

1 1 1 11 1 1 1

1 1 1 1

1 1 1 1

1 1 1 1

1 1

0

0

0


6/20

PRECIO:

m2

S/. 17,235.00m3

S/. 2,800.00

ml S/. 2,948.00

S/. 1,200.00

S/. 2,345.00


7/20

ZOTANO PRECIO:

Excavacion en Area 28'.4 %2

Eliminacion de %aterial excdente (). 1*149.00

Perfilado de an!a" (). 2*800.00

Eliminacion de material + Excavacion total Apo!. (). 1'*235.00

AR"A#$RA #E ESTR$CT$RA

Armad#ra de E"tr. 6' ml de ,apata" 44 (). 2*948.00

Armad#ra de m#ro 6' x 35 (). 1*200.00

Armad#ra de &ol#mna" en E"tr. 10 x 160 (). 1*600.00

Armad#ra de Placa" + Pa-ador" 12 x 260 (). 3*120.00

Armad#ra de i$a de &imentacion 46 x 152.40 (). '*194.40

lenado de "olado" de ,apata" 9m3 (). '20.00

lenado de apata" 99.2m3 de materiale" (). 3*800.00

Armad#ra de /ado" (). 380.00

Llenado de i$a de &imentacion 30 m3 (). 1*300.00

ENCO%RA#OS

Encofrado de vi$a de cimentacion 35 x 152 (). 5*320.00

Encofrado de &ol#mna" 130 x 6 (). '80.00

Encofrado de %#ro 6' x 65 (). 4*355.00

Llenado de %#ro 42 m3 (). 2*400.00

Total: S/. 52,352.40

Ama&'a &( T()*o

Encofrado de vi$a del teco 35 x 153 (). 6*885.00

Armad#ra de E"tr#ct#ra de i$a 25 x 153 (). 5*355.00

Llenado" de i$a 22 m2 (). '20.00

Encofrado de teco Ale$erado 45 x 28' (). 12*915.00

Llnado de eco 28' x 28 (). 950.00

Armad#ra de ci"terna + llenado (). 3*800.00

Armado de ampo + E"calera (). 1*800.00

n"talacione" Electrica" de otano (). 2*400.00

n"talacione" (anitario" (). 2*600.00

Total: S/. 37,425.00

S'ma total &( A+ot(a S/. 89,777.40

Coto &( la P-m(a PlataArmad#ra de &ol#mna" 13 x 80 (). 1*840.00

Armad#ra de Placa" 12 x 100 (). 1*200.00

Acentado de Ladrillo" para %#ro 480x 8millare" (). 3*840.00

Encofrado + Llenado de &ol#mna" 13 x 130 (). 1*690.00

Encofrado de Placa" (). 3*360.00

Armado de eco (). 38*000.00

n"talcione" Electrica"* (anitario"* elecom#nicacione" (). 5*800.00

Armado de E"calera" (). 1*600.00

Total Plata: S/. 57,330.00

Coto &( la S('&a PlataArmad#ra de &ol#mna" 13 x 80 (). 1*840.00

Armad#ra de Placa" 12 x 100 () 1 200 00


8/20








Coto &( la T()(a PlataArmad#ra de &ol#mna" 13 x 80 (). 1*890.00

Armad#ra de Placa" 12 x 100 (). 1*3'0.00





n"talcione" Electrica"* (anitario"* elecom#nicacione" (). 6*030.00Armado de E"calera" (). 1*690.00


Coto &( la C'ata PlataArmad#ra de &ol#mna" 13 x 80 (). 1*950.00

Armad#ra de Placa" 12 x 100 (). 1*410.00


Encofrado + Llenado de &ol#mna" 13 x 130 (). 1*'90.00

Encofrado de Placa" (). 3*5'0.00Armado de eco (). 40*'00.00




Coto &( la '-ta PlataArmad#ra de &ol#mna" 13 x 80 (). 2*19'.00

Armad#ra de Placa" 12 x 100 (). 1*4'0.00

Acentado de Ladrillo" para %#ro 480x 8millare" (). 4*2'0.00Encofrado + Llenado de &ol#mna" 13 x 130 (). 1*920.00

Encofrado de Placa" (). 3*''0.00





A+ot(a


9/20

Total Apo!-ma&o Plata: S/. 20,000.00


10/20

#ESCRIPCION $NI#A#

AZ!EA

Excavacion de tierra Ha"ta 5.5 m de P 0.00 m3

Excavacion de &imentacion Ha"ta 0.'0m m3

Excavacion de apata m3

m3

&oncreto para (olado" m3

&imiento &orrido m3

Encofrado + /e"encofrado m2


11/20


12/20


13/20

"ETRA#O PRECIO PARCIAL

153'.00 15.00 S/. 23,055.00

45.1' 5.00 S/. 225.85

99.12 5.00 S/. 495.59

3.57 S/. 3.57

5.00 S/. 5.00

5.00 S/. 5.00

5.00 S/. 5.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

PRECIO

UNITARIO


14/20

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00


15/20

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00

S/. 0.00


16/20

"# 300.00 $%/m2

'osa Al"%erada "s# 1.00 $%/cm2

1.40 1.00 300.00 420.00 $%

(eso ladr"llo

165.00 1.00 1.00 165.00 $%

&.)"%a Solera

0.20 0.25 1.00 2400.00 120.00 $%

uro a+a"ler"a2.50 0.15 1.00 1800.00 6'5.00 $%

So+re car%a

1.00 1.65 200.00 330.00 $%

So+rec"m"ento Suma td &eso

0.15 1.00 0.40 2200.00 132.00 $% 1842.00

&.c"m"ento

2200.00 0.80 1.00 1.00 1'60.00 $%


17/20

"tem/- metrado (re -n"tar"o &arc"al !otal metrado* - oe nc"d.

4'*49*3'*5*4 "#ma n7 ) total co"t par

2250 3.1 69'5 562.5

3360 2.45 8232

1242 14.12 1'53'.04

355 3.32 11'8.6

355 15.28 5424.4

1064 1'.4' 18588.082'0 14.68 3963.6

otal 8896 '0.42 61898.72

$"t $eneral1 9284.808

#tilidad10:; 6189.8'2

"#ma ''3'3.4

L#e$o a$r#p menore" a0.05

porcenta!e


18/20

ial


19/20

item #nd metr co"t.Par 47 49 37 5 48 38 21 4 43

m3 2250.00 69'5.00 562.5 6390 22.5 0 0 0 0 0 0

m2 3360.00 8232.00 1'4'.2 0 6'.2 641'.6 0 0 0 0 0

m3 1242.00 1'53'.04 4968 0 149.04 0 12420 0 0 0 0

m2 355.00 11'8.60 500.55 '4.55 14.2 0 0 589.3 0 0 0

m2 355.00 5424.40 1310 0 39.05 1153.'5 1''.5 0 2066.1 298.2 355

m2 1064.00 18588.08 4149.6 202.16 12'.68 2904.'2 266 0 8'03.5 1042.' 808.64m 2'0.00 3963.60 1'1'.2 0 51.3 612.9 0 135 936.9 162 294.3

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

= 154'4.68

total 77373.40 14955 6666.7 470.97 11089 12864 724.3 11707 1502.9 1457.9

oe "nc"denc"a 0.1933 0.0862 0.0061 0.14332 0.1663 0.0094 0.1513 0.0194 0.0188

47 49 37 5 48 38 21 4 43 2

1.01 0.25 2.84 0.01

1.02 0.52 0.02 1.91

1.03 4 0.12 10

1.04 1.41 0.21 0.04 1.661.05 3.69 0.11 3.25 0.5 5.82 0.84 1 0.0'

1.06 3.9 0.19 0.12 2.'3 0.25 8.18 0.98 0.'6

1.0' 6.36 0.19 2.2' 0.5 3.4' 0.6 1.09 0.2

1.08

1.09


20/20

ind #nifi.

2 13 39

0 0 0

0 0 0

0 0 0

0 0 0

24.85 0 0

0 383.04 054 0 0

0 0 0

0 0 0

154'4.68

78.85 383.04 15474.68 0 0 0 0 0 0 0 0

0.001 0.005 0.2 0 0 0 0 0 0 0 0

"#ma 1

13 39

0.36

Metrado Doc. Vera

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