Post on 01-Mar-2018
7/25/2019 CURVA S-2
1/88
ID WBS DESCRIPCIN Und Metrado C. U.1 1. LNEA DE CONDUCCIN
2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES4 1.1.1.1. CASETAS m2 80.00 85.69
5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00
" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29
8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00
9 1.2. MOVIMIENTO DE TIERRAS
10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43
11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81
12 1.2.3. CAMA DE APO$O m 10!000.00 25.22
13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22
14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50
15 1.2.6. ELIMINACI%N m3 20.61
16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12
18 1.3.2. COLOCACI%N m 10!000.00 43.83
19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26
21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26
22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00
23 1.". #IN
7/25/2019 CURVA S-2
2/88
7/25/2019 CURVA S-2
3/88
RECURSOS DIARIOSMANO DE OBRA
C.D. T$ % CAP. OPE. O)I. PE. Pre&eden&'a( ES E)
6!855.28 4 1 0.6 2 4 6)C 2 6
8!554.00 2 1 0.2 2 0 2
2!851.14 2 1 0.4 1 3 6CC * 1+ 1 3
8!554.00 2 1 0.2 2 14)C 109 111
144!296.00 100 1 0.2 1 1 "CC * 1+ 2 102
"8!064.00 100 10 1 10 10CC * 1+ 3 103
252!20".06 100 5 1.5 5 10 11CC * 1+ 4 104
252!20".06 100 10 2 20 18CC * 1+ 6 106
134!996.4" 100 20 8 20 60 20CC * 2+ 9 109
0.00 15 1 0.4 4 14)) * 2+ 96 111
2!520!624.00 5 1 0.2 2 6CC 0 5
438!265.00 100 1 0.4 1 3 12CC*1+, 1"CC*1+ 5 105
252!643.60 100 0.5 0.5 1 13CC * 2+ 8 108
252!643.60 100 0.5 0.5 1 14CC * 2+ 11 111
500.00 2 1 0.4 1 3 21)) * 1+ 100 112
0 8)C! 22)C 112 112
7/25/2019 CURVA S-2
4/88
7/25/2019 CURVA S-2
5/88
L M M ( V S D L M M#e&)a 2 3 4 5 6 " 8 9 10 11
D. Ca*end. 1 2 3 4 5 6 " 8 9 10D. Ut'*e( 1 2 3 4 5 6 " 8 9
LS L)
0.6C-*2O*4/5 9
0.2C-*2/0 2
0.4C-*1O*3/1 3
110 112
0.2C-*1O*1/
2 1021C-*10/
3 1031.5C-*5O*10/
4 1042C-*20/
6 106
9 109
9" 112
0.2C-*2/4 9
0.4C-*1O*3/5 105
0.5O*8 108
11 111
100 112
112 112
CAPATA# 0.4 0.8 1.4 2.0 3.5 2." 5.1 5.1 5.1OPERARIO 1.0 4.0 3.0 8.0 9.0 ".0 ".0 ".5
PE%N 4 " 10 1" 2" 28 44 44 45
10.0
15.0
20.0
25.0
30.0
OPERAR
IOS
7/25/2019 CURVA S-2
6/88
4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330.0
5.0
4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330
20
40
60
80
100
120
PEONES
7/25/2019 CURVA S-2
7/88
(UNIO
( V S D L M M ( V S D L M M12 13 14 15 16 1" 18 19 20 21 22 23 24 2511 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21
8C-*20O*60/
1/
0.5O*1/
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.12".5 2".5 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0105 105 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
8/88
7/25/2019 CURVA S-2
9/88
( V S D L M M ( V S D L M M26 2" 28 29 30 1 2 3 4 5 6 " 8 925 26 2" 28 29 30 31 32 33 34 35 36 3" 3822 23 24 25 26 2" 28 29 30 31 32 33
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
10/88
7/25/2019 CURVA S-2
11/88
(ULIO
( V S D L M M ( V S D L M M10 11 12 13 14 15 16 1" 18 19 20 21 22 2339 40 41 42 43 44 45 46 4" 48 49 50 51 5234 35 36 3" 38 39 40 41 42 43 44 45
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
12/88
7/25/2019 CURVA S-2
13/88
( V S D L M M ( V S D L M M24 25 26 2" 28 29 30 31 1 2 3 4 5 653 54 55 56 5" 58 59 60 61 62 63 64 65 6646 4" 48 39 40 49 50 51 52 53 54 55
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
14/88
7/25/2019 CURVA S-2
15/88
AGOSTO
( V S D L M M ( V S D L M M" 8 9 10 11 12 13 14 15 16 1" 18 19 206" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9 8056 5" 58 59 60 61 62 63 64 65 66 6"
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
16/88
7/25/2019 CURVA S-2
17/88
( V S D L M M ( V S D L M M21 22 23 24 25 26 2" 28 29 30 31 1 2 381 82 83 84 85 86 8" 88 89 90 91 92 93 9468 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
18/88
7/25/2019 CURVA S-2
19/88
SETIEMBRE
( V S D L M M ( V S D L M M4 5 6 " 8 9 10 11 12 13 14 15 16 1"95 96 9" 98 99 100 101 102 103 104 105 106 10" 10880 81 82 83 84 85 86 8" 88 89 90 91
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
20/88
7/25/2019 CURVA S-2
21/88
7/25/2019 CURVA S-2
22/88
CANTIDAD PEONES - ASAP
7/25/2019 CURVA S-2
23/88
OCTUBRE
( V S D L M M ( V S D L2 3 4 5 6 " 8 9 10 11 12 13
123 124 125 126 12" 128 129 130 131 132 133 134104 105 106 10" 108 109 110 111 112
0.2C-*2/
/
2C-*20/
8C-*20O*60/
0.4C-*4/
1O*3/
0.5O*1/
0.5O*1/
0.4C-*1O*3/
12.3 10.8 10.4 8.4 8.4 8.4 0.6 1.0 0.42".0 22.0 21.0 21.0 21.0 20.5 0.5 1.5 1.099 89 88 66 66 65 " 10 3
7/25/2019 CURVA S-2
24/88
7/25/2019 CURVA S-2
25/88
ID WBS DESCRIPCIN Und Metrado C. U.1 1. LNEA DE CONDUCCIN
2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES4 1.1.1.1. CASETAS m2 80.00 85.69
5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00
" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29
8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00
9 1.2. MOVIMIENTO DE TIERRAS
10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43
11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81
12 1.2.3. CAMA DE APO$O m 10!000.00 25.22
13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22
14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50
15 1.2.6. ELIMINACI%N m3 20.61
16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12
18 1.3.2. COLOCACI%N m 10!000.00 43.83
19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26
21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26
22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00
23 1.". #IN
7/25/2019 CURVA S-2
26/88
7/25/2019 CURVA S-2
27/88
7/25/2019 CURVA S-2
28/88
7/25/2019 CURVA S-2
29/88
L M M ( V S D L M M#e&)a 2 3 4 5 6 " 8 9 10 11
D. Ca*end. 1 2 3 4 5 6 " 8 9 10D. Ut'*e( 1 2 3 4 5 6 " 8 9
LS L)
0.6C-*2O*4/5 9
0.2C-*2/0 2
0.4C-*1O*3/1 3
110 112
0.2C-*1O*1/
2 1021C-*10/
3 1031.5C-*5O*10/
4 1042C-*20/
6 106
9 109
9" 112
0.2C-*2/4 9
0.4C-*1O*3/5 105
0.5O*8 108
11 111
100 112
112 112
CAPATA# 0.2 0.6 0.6 1.2 2.9 3.9 5.9 5.9 5.9OPERARIO 0.0 1.0 2.0 1.0 6.0 9.0 9.0 9.0 9.5
PE%N 2 5 4 11 23 30 50 50 51
10.0
15.0
20.0
25.0
30.0
OPERARIOS
7/25/2019 CURVA S-2
30/88
4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330.0
5.0
DIAS CALENDARIOS
4791217202528303338414649515459626770727578808388919396991011041091121141171201221251301330
20
40
60
80
100
120
DIAS CALENDARIOS
PEONES
7/25/2019 CURVA S-2
31/88
(UNIO
( V S D L M M ( V S D L M M12 13 14 15 16 1" 18 19 20 21 22 23 24 2511 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21
8C-*20O*60/
1/
0.5O*1/
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.12".5 2".5 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0105 105 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
32/88
7/25/2019 CURVA S-2
33/88
( V S D L M M ( V S D L M M26 2" 28 29 30 1 2 3 4 5 6 " 8 925 26 2" 28 29 30 31 32 33 34 35 36 3" 3822 23 24 25 26 2" 28 29 30 31 32 33
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
34/88
7/25/2019 CURVA S-2
35/88
(ULIO
( V S D L M M ( V S D L M M10 11 12 13 14 15 16 1" 18 19 20 21 22 2339 40 41 42 43 44 45 46 4" 48 49 50 51 5234 35 36 3" 38 39 40 41 42 43 44 45
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
36/88
7/25/2019 CURVA S-2
37/88
( V S D L M M ( V S D L M M24 25 26 2" 28 29 30 31 1 2 3 4 5 653 54 55 56 5" 58 59 60 61 62 63 64 65 6646 4" 48 39 40 49 50 51 52 53 54 55
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
38/88
PEONES -
7/25/2019 CURVA S-2
39/88
AGOSTO
( V S D L M M ( V S D L M M" 8 9 10 11 12 13 14 15 16 1" 18 19 206" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9 8056 5" 58 59 60 61 62 63 64 65 66 6"
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
40/88
LAP
7/25/2019 CURVA S-2
41/88
( V S D L M M ( V S D L M M21 22 23 24 25 26 2" 28 29 30 31 1 2 381 82 83 84 85 86 8" 88 89 90 91 92 93 9468 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "9
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
7/25/2019 CURVA S-2
42/88
7/25/2019 CURVA S-2
43/88
SETIEMBRE
( V S D L M M ( V S D L M M4 5 6 " 8 9 10 11 12 13 14 15 16 1"95 96 9" 98 99 100 101 102 103 104 105 106 10" 10880 81 82 83 84 85 86 8" 88 89 90 91
13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.1 13.128.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0106 106 106 106 106 106 106 106 106 106 106 106
OPERARIOS - ALAP
7/25/2019 CURVA S-2
44/88
7/25/2019 CURVA S-2
45/88
( V S D L M M ( V S D L M M18 19 20 21 22 23 24 25 26 2" 28 29 30 1109 110 111 112 113 114 115 116 11" 118 119 120 121 12292 93 94 95 96 9" 98 99 100 101 102 103
0.2C-*1O*1/
1C-*10/
1.5C-*5O*1
0.4C-*4/
0.4C-
13.1 13.1 13.1 13.1 13.1 13.1 13.5 13.5 13.5 13.5 13.5 13.328.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 2".0106 106 106 106 106 106 110 110 110 110 110 109
7/25/2019 CURVA S-2
46/88
7/25/2019 CURVA S-2
47/88
OCTUBRE
( V S D L M M ( V S D L2 3 4 5 6 " 8 9 10 11 12 13
123 124 125 126 12" 128 129 130 131 132 133 134104 105 106 10" 108 109 110 111 112
0.2C-*2/
/
2C-*20/
8C-*20O*60/
0.4C-*4/
1O*3/
0.5O*1/
0.5O*1/
0.4C-*1O*3/
12.3 10.8 10.4 8.4 8.4 8.4 0.4 1.0 1.02".0 22.0 21.0 21.0 21.0 20.5 0.5 1.5 1.099 89 86 66 66 65 5 10 "
7/25/2019 CURVA S-2
48/88
7/25/2019 CURVA S-2
49/88
ID WBS DESCRIPCIN Und Metrado C. U.
1 1. LNEA DE CONDUCCIN
2 1.1. OBRAS GENERALES
3 1.1.1. OBRAS PROVISIONALES
4 1.1.1.1. CASETAS m2 80.00 85.69
5 1.1.2. OBRAS PRELIMINARES
6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00
" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29
8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00
9 1.2. MOVIMIENTO DE TIERRAS
10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43
11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81
12 1.2.3. CAMA DE APO$O m 10!000.00 25.22
13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22
14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50
15 1.2.6. ELIMINACI%N m3 100.00 20.61
16 1.. TUBERAS
1" 1.3.1. SUMINISTRO m 10!200.00 24".12
18 1.3.2. COLOCACI%N m 10!000.00 43.83
19 1.!. VARIOS
20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26
21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26
22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00
23 1.". #IN
1.- TOTAL COSTO DIRECTO
2.- GASTOS GENERALES 15.00%
3.- UTILIDAD 10.00%
4.- SUB - TOTAL (1+2+3)
5.- I.G.V. 19.00%
6.- COSTO TOTAL
7/25/2019 CURVA S-2
50/88
L M M J V S D L
Fecha 2 3 4 5 6 7 8 9
D. Calend. 1 2 3 4 5 6 7 8
D. Utiles 1 2 3 4 5 6 7
C.D. T$ D%ar%o
6!855.28 4 S). 1!"13.8 S/. 6,855.3
8!554.00 2 S). 4!2"".0 S/. 8,554.0
2!851.14 2 S). 1!425.6 S/. 2,851.1
8!554.00 2 S). 4!2"".0
144!296.00 100 S). 1!443.0
"8!064.00 100 S). "80.6
252!20".06 100 S). 2!522.1
252!20".06 100 S). 2!522.1
134!996.4" 100 S). 1!350.0
2!060.82 15 S). 13".4
2!520!624.00 5 S). 504!124.8 S/. 2,520,624.0
438!265.00 100 S). 4!382."
252!643.60 100 S). 2!526.4
252!643.60 100 S). 2!526.4
500.00 2 S). 250.0
0
S/. 4355322.03
S/. !5329".30
S/. 435532.20
S/. 5444152.53
S/. 10343"".9"
S/. !4#"541.51
7/25/2019 CURVA S-2
51/88
JUNIO
M M J V S D L M M J V S D L
10 11 12 13 14 15 16 17 18 19 20 21 22 23
9 10 11 12 13 14 15 16 17 18 19 20 21 22
8 9 10 11 12 13 14 15 16 17 18 19
S/. 15,872.6
S/. 7,806.4
S/. 22,698.6
S/. 17,654.5
S/. 5,399.9
S/. 35,061.2
S/. 12,632.2
S/. 5,052.9
S/. 2!!10!2.!
S/. 399159.4
S/. 2!!10!.3
S/. 332!32".3
S/. !32002.4
S/. 395"330.!5
7/25/2019 CURVA S-2
52/88
M M J V S D L M M J V S D L
24 25 26 27 28 29 30 1 2 3 4 5 6 7
23 24 25 26 27 28 29 30 31 32 33 34 35 36
20 21 22 23 24 25 26 27 28 29 30 31
S/. 18,758.5
S/. 10,148.3
S/. 32,786.9
S/. 32,786.9
S/. 17,549.5
S/. 56,974.5
S/. 32,843.7
S/. 32,843.7
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
53/88
JULIO
M M J V S D L M M J V S D L
8 9 10 11 12 13 14 15 16 17 18 19 20 21
37 38 39 40 41 42 43 44 45 46 47 48 49 50
32 33 34 35 36 37 38 39 40 41 42 43
S/. 18,758.5
S/. 10,148.3
S/. 32,786.9
S/. 32,786.9
S/. 17,549.5
S/. 56,974.5
S/. 32,843.7
S/. 32,843.7
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
54/88
M M J V S D L M M J V S D L
22 23 24 25 26 27 28 29 30 31 1 2 3 4
51 52 53 54 55 56 57 58 59 60 61 62 63 64
44 45 46 47 48 39 40 49 50 51 52 53
S/. 15,872.6
S/. 8,587.0
S/. 27,742.8
S/. 27,742.8
S/. 14,849.6
S/. 48,209.2
S/. 27,790.8
S/. 27,790.8
S/. 19"5"5.5
S/. 29#"#."
S/. 19"5".!
S/. 24"231.9
S/. 4#1!4.1
S/. 295395.9
7/25/2019 CURVA S-2
55/88
AGOSTO
M M J V S D L M M J V S D L
5 6 7 8 9 10 11 12 13 14 15 16 17 18
65 66 67 68 69 70 71 72 73 74 75 76 77 78
54 55 56 57 58 59 60 61 62 63 64 65
S/. 18,758.5
S/. 10,148.3
S/. 32,786.9
S/. 32,786.9
S/. 17,549.5
S/. 56,974.5
S/. 32,843.7
S/. 32,843.7
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
56/88
M M J V S D L M M J V S D L
19 20 21 22 23 24 25 26 27 28 29 30 31 1
79 80 81 82 83 84 85 86 87 88 89 90 91 92
66 67 68 69 70 71 72 73 74 75 76 77
S/. 18,758.5
S/. 10,148.3
S/. 32,786.9
S/. 32,786.9
S/. 17,549.5
S/. 56,974.5
S/. 32,843.7
S/. 32,843.7
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
57/88
SETI
M M J V S D L M M J V S D L
2 3 4 5 6 7 8 9 10 11 12 13 14 15
93 94 95 96 97 98 99 100 101 102 103 104 105 106
78 79 80 81 82 83 84 85 86 87 88 89
S/. 17,315.5
S/. 9,367.7
S/. 30,264.8
S/. 30,264.8
S/. 16,199.6
S/. 52,591.8
S/. 30,317.2
S/. 30,317.2
S/. 21!!3".#
S/. 32495."
S/. 21!!3.9
S/. 2#0#9".4
S/. 51451.#
S/. 322250.1
7/25/2019 CURVA S-2
58/88
MBRE
M M J V S D L M M J V S D L
16 17 18 19 20 21 22 23 24 25 26 27 28 29
107 108 109 110 111 112 113 114 115 116 117 118 119 120
90 91 92 93 94 95 96 97 98 99 100 101
S/. 18,758.5
S/. 10,148.3
S/. 32,786.9
S/. 32,786.9
S/. 17,549.5
S/. 686.9
S/. 56,974.5
S/. 32,843.7
S/. 32,843.7
S/. 2353#".9
S/. 3530!."
S/. 2353#.9
S/. 294223.!
S/. 55902.5
S/. 35012!.1
7/25/2019 CURVA S-2
59/88
OCTUBRE
M M J V S D L M M J V S D L
30 1 2 3 4 5 6 7 8 9 10 11 12 13
121 122 123 124 125 126 127 128 129 130 131 132 133 134
102 103 104 105 106 107 108 109 110 111 112
S/. 8,554.00
S/. 1,442.96
S/. 1,561.28
S/. 7,566.21
S/. 12,610.35
S/. 10,799.7
S/. 1,373.9
S/. 17,530.6
S/. 17,685.1
S/. 25,264.4
S/. 500.00
S/. 104""".4
S/. 15#33.3
S/. 104""."
S/. 44"!432.5
S/. "52422.2
S/. 533""54.#
7/25/2019 CURVA S-2
60/88
S/. 4,355,322.0 S/. 0.00
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61/88
ID WBS DESCRIPCIN Und Metrado C. U.1 1. LNEA DE CONDUCCIN
2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES
4 1.1.1.1. CASETAS m2 80.00 85.69
5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00
" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29
8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00
9 1.2. MOVIMIENTO DE TIERRAS10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43
11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81
12 1.2.3. CAMA DE APO$O m 10!000.00 25.22
13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22
14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50
15 1.2.6. ELIMINACI%N m3 100.00 20.61
16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12
18 1.3.2. COLOCACI%N m 10!000.00 43.83
19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26
21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26
22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00
23 1.". #IN1.- TOTAL COSTO DIRECTO
2.- GASTOS GENERALES 15.00%
3.- UTILIDAD 10.00%
4.- SUB - TOTAL (1+2+3)
5.- I.G.V. 19.00%
6.- COSTO TOTAL
7/25/2019 CURVA S-2
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7/25/2019 CURVA S-2
63/88
L M M ( V S D L M#e&)a 2 3 4 5 6 " 8 9 10
D. Ca*end. 1 2 3 4 5 6 " 8 9D. Ut'*e( 1 2 3 4 5 6 " 8
E# LS L# D'ar'o(
6 5 9 S). 1!"13.8 S/. 6,855.28
2 0 2 S). 4!2"".0 S/. 8,554.0
3 1 3 S). 1!425.6 S/. 2,851.14
111 110 112 S). 4!2"".0
102 2 102 S). 1!443.0
103 3 103 S). "80.6
104 4 104 S). 2!522.1 S/.
106 6 106 S). 2!522.1
109 9 109 S). 1!350.0
111 9" 112 S). 13".4
5 4 9 S). 504!124.8 S/. 2,520,624.0
105 5 105 S). 4!382." S/.
108 8 108 S). 2!526.4
111 11 111 S). 2!526.4
112 100 112 S). 250.0
112 112 112
7/25/2019 CURVA S-2
64/88
(UNIOM ( V S D L M M ( V S D L M11 12 13 14 15 16 1" 18 19 20 21 22 23 2410 11 12 13 14 15 16 1" 18 19 20 21 22 239 10 11 12 13 14 15 16 1" 18 19 20
S/. 15,872.56 S
S/. 7,806.40 S
22,698.64 S
S/. 17,654.49 S
S/. 5,399.86 S
35,061.20 S
S/. 12,632.18 S
S/. 5,052.87 S
S/. 2!!10!2.!
S/. 399159.4
S/. 2!!10!.3
S/. 332!32".3
S/. !32002.4
S/. 395"330.!5
7/25/2019 CURVA S-2
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M ( V S D L M M ( V S D L M25 26 2" 28 29 30 1 2 3 4 5 6 " 824 25 26 2" 28 29 30 31 32 33 34 35 36 3"21 22 23 24 25 26 2" 28 29 30 31 32
. 18,758.48
. 10,148.32
. 32,786.92
. 32,786.92
. 17,549.54
. 56,974.45
. 32,843.67
. 32,843.67
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
66/88
(ULIOM ( V S D L M M ( V S D L M9 10 11 12 13 14 15 16 1" 18 19 20 21 2238 39 40 41 42 43 44 45 46 4" 48 49 50 5133 34 35 36 3" 38 39 40 41 42 43 44
S/. 18,758.48 S
S/. 10,148.32
S/. 32,786.92 S
S/. 32,786.92 S
S/. 17,549.54 S
S/. 56,974.45 S
S/. 32,843.67 S
S/. 32,843.67 S
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
67/88
M ( V S D L M M ( V S D L M23 24 25 26 2" 28 29 30 31 1 2 3 4 552 53 54 55 56 5" 58 59 60 61 62 63 64 6545 46 4" 48 39 40 49 50 51 52 53 54
. 15,872.56
/. 8,587.04
. 27,742.78
. 27,742.78
. 14,849.61
. 48,209.15
. 27,790.80
. 27,790.80
S/. 19"5"5.5
S/. 29#"#."
S/. 19"5".!
S/. 24"231.9
S/. 4#1!4.1
S/. 295395.9
7/25/2019 CURVA S-2
68/88
AGOSTOM ( V S D L M M ( V S D L M6 " 8 9 10 11 12 13 14 15 16 1" 18 1966 6" 68 69 "0 "1 "2 "3 "4 "5 "6 "" "8 "955 56 5" 58 59 60 61 62 63 64 65 66
S/. 18,758.48
S/. 10,148.32
S/. 32,786.92
S/. 32,786.92
S/. 17,549.54
S/. 56,974.45
S/. 32,843.67
S/. 32,843.67
S/. 234!92.0
S/. 35203."
S/. 234!9.2
S/. 2933!5.0
S/. 55#39.3
S/. 349104.3
7/25/2019 CURVA S-2
69/88
7/25/2019 CURVA S-2
70/88
SETIEMBREM ( V S D L M M ( V S D L M3 4 5 6 " 8 9 10 11 12 13 14 15 1694 95 96 9" 98 99 100 101 102 103 104 105 106 10""9 80 81 82 83 84 85 86 8" 88 89 90
S/. 17,315.52
S/. 9,367.68
S/. 30,264.85
S/. 30,264.85
S/. 16,199.58
S/. 52,591.80
S/. 30,317.23
S/. 30,317.23
S/. 21!!3".#
S/. 32495."
S/. 21!!3.9
S/. 2#0#9".4
S/. 51451.#
S/. 322250.1
7/25/2019 CURVA S-2
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M ( V S D L M M ( V S D L M1" 18 19 20 21 22 23 24 25 26 2" 28 29 30108 109 110 111 112 113 114 115 116 11" 118 119 120 12191 92 93 94 95 96 9" 98 99 100 101 102
S/. 18,758.48
S/. 10,148.32
S/. 32,786.92
S/. 32,786.92
S/. 17,549.54
S/. 549.55
S/. 56,974.45
S/. 32,843.67
S/. 32,843.67
S/. 235241.5
S/. 352"!.2
S/. 23524.2
S/. 294051.9
S/. 55"!9.9
S/. 349921."
7/25/2019 CURVA S-2
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OCTUBREM ( V S D L M M ( V S D L1 2 3 4 5 6 " 8 9 10 11 12 13
122 123 124 125 126 12" 128 129 130 131 132 133 134103 104 105 106 10" 108 109 110 111 112
S/. 8,554.0
S/. 1,442.96
S/. 1,561.28
/. 7,566.21
S/. 12,610.35
S/. 10,799.72
S/. 1,511.27
S/. 17,530.60
S/. 17,685.05
S/. 25,264.36
S/. 500.0
S/. 105025."
S/. 15#53.9
S/. 10502.!
S/. 1312"2.3
S/. 24943.!
S/. 15!225.9
7/25/2019 CURVA S-2
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QUINCENA
0 0 0
1 2661062.62 0.6110
2 234691.96 0.0539
3 234691.96 0.0539
4 198585.51 0.0456
5 234691.96 0.0539
6 234691.96 0.0539
7 216638.73 0.0497
8 235378.90 0.0540
9 104888.41 0.0241
TOTAL 4355322.03
CURVA S (ASAP)
COSTO
DIRECTO
PORCENTAJE
PARCIAL
0 1 2 3 4 5 6 7 8 9
C$%&' S
($)*+,*'-
P.%+,*/'0,
A+$1
$2'3.
7/25/2019 CURVA S-2
74/88
QUINCENA COSTO DIRECTO
0 0 0
0.611 1 2661062.62
0.665 2 234691.96
0.719 3 234691.96
0.764 4 234691.96
0.818 5 198585.51
0.872 6 234691.96
0.922 7 216638.73
0.976 8 235241.51
1.000 9 105025.80
TOTAL 4355322.03
CURVA S
PORCENTAJE
ACUMULADO
0 1 2 3 4
C$
($)*+,
P.%+,*/'0,
A+$1
$2'3.
7/25/2019 CURVA S-2
75/88
0 0
0.6110 0.611
0.0539 0.665
0.0539 0.719
0.0539 0.773
0.0456 0.818
0.0539 0.872
0.0497 0.922
0.0540 0.976
0.0241 1.000
(ALAP)
PORCENTAJE
PARCIAL
PORCENTAJE
ACUMULADO
5 6 7 8 9
&' S
'-
7/25/2019 CURVA S-2
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MATRI& DE PRECEDENCIAS
ID WBS DESCRIPCIN Und Metrado C. U. C.D. T$ Pre'eden'%a(1 1. LNEA DE CONDUCCIN2 1.1. OBRAS GENERALES3 1.1.1. OBRAS PROVISIONALES
4 1.1.1.1. CASETAS m2 80.00 85.69 6!855.28 4 6*C5 1.1.2. OBRAS PRELIMINARES6 1.1.2.1. MOVIMIENTO DE EQUIPOS Gl. 1.00 8!554.00 8!554.00 2
" 1.1.2.2. TRA#O $ REPLANTEO m 10!000.00 0.29 2!851.14 2 6CC + 1,
8 1.1.2.3. DESMOVILI#ACI%N Gl. 1.00 8!554.00 8!554.00 2 14*C
9 1.2. MOVIMIENTO DE TIERRAS10 1.2.1. E&CAVACI%N CON EQUIPO m 10!000.00 14.43 144!296.00 100 "CC + 1,
11 1.2.2. E&CAVACI%N MANUAL m 10!000.00 ".81 "8!064.00 100 10CC + 1,
12 1.2.3. CAMA DE APO$O m 10!000.00 25.22 252!20".06 100 11CC + 1,
13 1.2.4. RELLENO 1ERA ETAPA m 10!000.00 25.22 252!20".06 100 18CC + 1,
14 1.2.5. RELLENO 2DA ETAPA m 10!000.00 13.50 134!996.4" 100 20CC + 2,
15 1.2.6. ELIMINACI%N m3 20.61 0.00 15 14** + 2,16 1.. TUBERAS1" 1.3.1. SUMINISTRO m 10!200.00 24".12 2!520!624.00 5 6CC
18 1.3.2. COLOCACI%N m 10!000.00 43.83 438!265.00 100 12CC+1,- 1"CC + 1,
19 1.!. VARIOS20 1.4.1. P.'. #AN(A ABIERTA m 10!000.00 25.26 252!643.60 100 13CC + 2,
21 1.4.2. P.'. #AN(A CERRADA m 10!000.00 25.26 252!643.60 100 14CC + 2,
22 1.4.3. LIMPIE#A DE OBRA Gl. 1.00 500.00 500.00 2 21** + 1,
23 1.". #IN 0
7/25/2019 CURVA S-2
77/88
M)
, - 1
Mo/%0%a'%n Trao 3 Re$0anteo E4'. '5 E67%$o
0 2 2 1 2 3 2 100 102
0 0 2 1 0 3 2 0 102
!
Ca(eta
2 4 6
5 3 9
1-
S78%n%(tro
0 5 5
4 4 9
6*C
6CC
6CC+1, "CC+1,
4CC
1"CC+1,
10CC+1,
11CC+1,
12CC+1,
7/25/2019 CURVA S-2
78/88
7/25/2019 CURVA S-2
79/88
ODO DE PRECEDENCIAS * DIAGRAMA DE BLO+UES
1
11 1! 21 22
E4'. Man7a0 Re00eno 2da Eta$a P.9.&.T L%8$%ea
3 100 103 9 100 109 11 100 111 110 2
3 0 103 9 0 109 11 0 111 110 0
1, 2 :
Ca8a de A$o3o P.9.&.A De(8o/%0%a'%n
4 100 104 8 100 108 109 2 111
4 0 104 8 0 108 110 1 112
1: 1 1"
Co0o'a'%n de T7;. Re00eno 1era Eta$a E0%8%na'%n
5 100 105 6 100 106 96 15 111
5 0 105 6 0 106 9" 1 112
18CC+1,
13CC+1,
20CC+1,14CC+2,
14*C
14**+2,
21*C+1,
8*C
15**
7/25/2019 CURVA S-2
80/88
7/25/2019 CURVA S-2
81/88
112
112
2
#IN
112 0 112
112 0 112
22*C
7/25/2019 CURVA S-2
82/88
7/25/2019 CURVA S-2
83/88
SUERCONCRETO DEL ER! S.A. "GINA 83 DE 88
#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'
ANALISIS PRECIOS UNITARIOS
P/, CASETA DE LA OBRA
R,m 825DIA MO. 2. EQ. 2. C / ,/7 / m2
Cd%?8>? 4 mm l 1.6100 21.00
CALAMINAS GALVANI#ADAS , 0.9600 19.50
VIDRIO TRANSPARENTE MEDIO DOBLE 2 0.1500 2.50
E67%$o('ERRAMIENTAS MANUALES @MO 5.0000 22.08
P/, MOVILI&ACION = DESMOVILI&ACION DE E+UIPOS
R,m . EQ. ">. C / ,/7 / mCd%
7/25/2019 CURVA S-2
84/88
SUERCONCRETO DEL ER! S.A. "GINA 84 DE 88
#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'
P/, PRIMER RELLENO 9.! M. (o;re '0a/e t7;era MATERIAL SELECIONADO P5TUB. DN2"88
R,m 85DIA MO. :". EQ. :". C / ,/7 / m
Cd%
7/25/2019 CURVA S-2
85/88
SUERCONCRETO DEL ER! S.A. "GINA 85 DE 88
#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'
P/, PRUEBA 9IDRAULICA
85DIA MO. 2. EQ. 2. C / ,/7 / m
De('r%$'%n Re'7r(o Un%dad C7adr%00a Cant%dad Pre'%o S5.Mano de O;ra
CAPATA# :: 0.3000 0.0120 12.00
OPERARIO :: 1.0000 0.0400 10.00
PEON :: 2.0000 0.0800 ".00
Mater%a0e(AGUA m3 0.1180 54.62
'IPOCLORITO DE CALCIO < 0.0040 40.00
E67%$o('ERRAMIENTAS MANUALES @MO 5.0000 1.10MOTOBOMBA 3.5 'P :m 1.0000 10.00BALDE!TAPON $ ACCESORIOS :m 1.0000 ".50
P/, LIMPIE&A DE OBRA
GLB5DIA MO. ". EQ. ". C / ,/7 / GLBDe('r%$'%n Re'7r(o Un%dad C7adr%00a Cant%dad Pre'%o S5.
Mano de O;raLIMPIE#A DE OBRA m 1.0000 500.00
7/25/2019 CURVA S-2
86/88
SUERCONCRETO DEL ER! S.A. "GINA 86 DE 88
#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'
:".,F
Par'%a0 S5.
2.88
8.0011.2022.:
0.359.25
33.81
18."20.38
,2."1
1.101.1
:>""!.Par'%a0 S5.
192.00
112.00!.
8!250.00:>2".
.2FPar'%a0 S5.
0.00""0.0240
0.0480.-F-
0.1300
0.0"13.21
0.00400.0002
.!2
1!.!Par'%a0 S5.
0.190.80
0.56
1.""
0.0812.8012.::
-.:1
Par'%a0 S5.
1.09
6.35-.!
0.3".-
".-FPar'%a0 S5.
1.444.00
5.6011.!
4.20!.2
0.55.""
7/25/2019 CURVA S-2
87/88
SUERCONCRETO DEL ER! S.A. "GINA 87 DE 88
#OJA$ AU RUTA$ %&'($///)*+//*--/)(+&/-/+*7/322155388.'
2".22Par'%a0 S5.
0.230.941.32
2.!:
21.000.20
21.2
0.121.41
1."!
1."
Par'%a0 S5.
0.450.941.98.-
8.400.15:.""
0.1"1.41
1.":
2.,1Par'%a0 S5.
0.482.80.2:
0.1610.00
".161-.
2!-.12Par'%a0 S5.
0.100.56.,,
40.80!.:
0.03.
!.:Par'%a0 S5.
0.38
0.801.682.:,
0.8240.00!.:2
0.14
.1!
7/25/2019 CURVA S-2
88/88
SUERCONCRETO DEL ER! S.A. "GINA 88 DE 88
2".2,
Par'%a0 S5.
0.140.40
0.56
1.1
6.45
0.16,.,1
0.06
10.00".50
1-.",
".
Par'%a0 S5.
500.00
".