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area 1# i-agen 10221 1.00 0.30 0.30 0.10 0.0
area 1, i-agen 10221 1.00 0.30 0.30 0.10 0.0
area 18 4oto 10355, a circ!nalacion 6r li-a 1.00 1.20 0.#0 0.10 0.,2
'+. CIRCU+'L'CIO CO '+. O7EO
area 1 1.00 0.80 1.20 0.10 0.#
area 2 1.00 %.00 3.00 0.10 12.00
area 3 1.00 3.00 2.00 0.10 #.00
area % 1.00 0.,0 0.50 0.10 0.35area 5 1.00 1.00 1.00 0.10 1.00
'+. /UO CO '+. CIRCU+'L'CIO
area 1 1.00 1.50 1.00 0.10 1.50
area 2 1.00 0.#0 1.10 0.10 0.##
area 3 1.00 1.30 0.#0 0.10 0.,8
area % 1.00 0.50 0.50 0.10 0.25
JR. &'I' CO '+. /UO
area 1 1.00 0.#0 0.#0 0.10 0.3#
area 2 1.00 1.00 1.30 0.10 1.30
area 3 1.00 3.00 0.50 0.10 1.50
area % 1.00 1.00 1.10 0.10 1.10
area 5 1.00 1.00 1.00 0.10 1.00'+. JE&U& CO '+. /UO
area 1 1.00 1.30 1.50 0.10 1.5
area 2 1.00 1.30 1.30 0.10 1.#
area 3 i-agen 105%3 ' Jes!s 1.00 0.80 0.80 0.10 0.#%
'+. JE&U& 7 JR. &' IUEL
area 1 1.00 2.00 1.00 0.10 2.00
area 2 1.00 0.,0 0.50 0.10 0.35
area 3 1.00 1.10 0.#0 0.10 0.##
area % 1.00 1.,0 0.#0 0.10 1.02
INS%MOS PARA LA ME&CLA ASFALTICA
#OL%MEN PARA 'ACHEO ($ %LIO) 0.*+0 m*/iedra 39-- 50.00: 0.185 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.185 -3
RC9250 (gln" 2#.00 .#2 ln
#OL%MEN PARA 'ACHEO (EERCITO) 0.,-+ m*
/iedra 39-- 50.00: 0.2%85 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.2%85 -3
RC9250 (gln" 2#.00 12.22 -3
#OL%MEN PARA 'ACHEO (STA 'AR'ARA CON EER 0.$,1 m*/iedra 39-- 50.00: 0.1205 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.1205 -3
RC9250 (gln" 2#.00 #.2## -3
#OL%MEN PARA 'ACHEO (A#. INDEPENDENCIA) 0.1,, m*
/iedra 39-- 50.00: 0.0,2 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.0,2 -3
RC9250 (gln" 2#.00 3.,%% -3
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#OL%MEN PARA 'ACHEO (R. LIMA) 1.00+ m*
/iedra 39-- 50.00: 0.5035 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.5035 -3
RC9250 (gln" 2#.00 2#.182 -3
#OL%MEN PARA 'ACHEO (R. PIEROLA) 0.+ m*
/iedra 39-- 50.00: 0.28 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.28 -3
RC9250 (gln" 2#.00 15.028 -3
#OL%MEN PARA 'ACHEO (A#. CIRC / MO/ENDO) $.0*1 m*
/iedra 39-- 50.00: 1.0155 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 1.0155 -3
RC9250 (gln" 2#.00 52.80# -3
#OL%MEN PARA 'ACHEO (A#. CIRC / P%NO) 0.*1- m *
/iedra 39-- 50.00: 0.155 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.155 -3
RC9250 (gln" 2#.00 8.2% -3
#OL%MEN PARA 'ACHEO (A#. SANDIA / P%NO) 0.$ m*
/iedra 39-- 50.00: 0.2#3 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.2#3 -3
RC9250 (gln" 2#.00 13.#,# -3
#OL%MEN PARA 'ACHEO (A#. ES%S / P%NO) 0.,$ m*
/iedra 39-- 50.00: 0.21% -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.21% -3
RC9250 (gln" 2#.00 11.128 -3
#OL%MEN PARA 'ACHEO (A#. ES%S / SAN MIG%EL 0.,0* m*
/iedra 39-- 50.00: 0.2015 -3
'rena ;ina %.,5-- 9 ,5!- 50.00: 0.2015 -3
RC9250 (gln" 2#.00 10.%,8 -3
INS%MOS PARA LA IMPRIMACION ASFALTICA
AREA PARA IMPRIMACION .+$0 m$
C9250 (300 9 #00 gr
7/24/2019 REQUERIMIENTO ASFALTO
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%NIDAD %NIDAD
.+$0 m$ .,, m*
*.+ m$ 0.*+ m*
0.120.15
0.1
,.-+0 m$ 0.,-+ m*
0.025
0.3
0.03#
0.01#
0.12
.*0 m$ 0.$,1 m*
0.03
0.0%0.13
0.05
0.10
0.22
,.00 m$ 0.1, m*
0.1%
.,0 m$ 1.01 m*
0.02
0.03
0.32
0.05
0.030.13
0.15
0.0%
0.2%
0.02
$.1+0 m$ 0. m*
0.02
0.02
0.02
0.15
0.02
0.020.00
0.0%
0.0%
0.03
0.0#
0.03
0.02
0.02
0.03
TOTALAREA
#OL.(m*)
TOTAL#OL
7/24/2019 REQUERIMIENTO ASFALTO
5/15
0.01
0.01
0.0,
1-.*0 m$ $.0* m*
0.10
1.20
0.#0
0.0%0.10
$.00 m$ 0.*$ m*
0.15
0.0,
0.08
0.03
,.-00 m$ 0.* m*
0.0%
0.13
0.15
0.11
0.10,.0 m$ 0.,* m*
0.20
0.1,
0.0#
$.0*0 m$ 0.,0 m*
0.20
0.0%
0.0, densidad de la -e$cla
0.10 2.358 gr
7/24/2019 REQUERIMIENTO ASFALTO
6/15
C9250 (0., 9 #%.52
7/24/2019 REQUERIMIENTO ASFALTO
7/15
7/24/2019 REQUERIMIENTO ASFALTO
8/15
7/24/2019 REQUERIMIENTO ASFALTO
9/15
lts
7/24/2019 REQUERIMIENTO ASFALTO
10/15
HOJA DE REQUERIMIENTO N 002
SOLICITANTE &R. R'>L &O&' CUTI/'
AREA 2%E SOLICITA O;ICI' E 'TEIIETO E I;R'E&TRUCTUR' /U)LIC'
N" DE META 10#
ACTI#IDADMa3te3me3to 4e #as 5r6a3as 4e la !54a4 4e Ila7e
MODALIDAD DE ENTREGA ETRE' UIC'
FECHA IL'+E? 02 E ;E)RERO EL 201#
CANT %.M. INS%MOS R. $ %LIO C.%.
1 0.185 3 /IER' EI'' 39-- 35.00 33#.,0
2 0.185 3 'RE' ;I' (@% 9 @200" 22.00 %.0,
3 .#2 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. *,0.++
CANT %.M. INS%MOS R. EERCITO C.%.
1 0.2% 3 /IER' EI'' 39-- 35.00 %52.2,
2 0.2% 3 'RE' ;I' (@% 9 @200" 22.00 5.%,
3 12.2 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. ,+.+,
CANT %.M. INS%MOS A#. INDEPENDENCIA C.%.
1 0.121 3 /IER' EI'' 39-- 35.00 21.312 0.121 3 'RE' ;I' (@% 9 @200" 22.00 2.#5
3 #.2, L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. $$1.-
CANT %.M. INS%MOS R. LIMA C.%.
1 0.0,2 3 /IER' EI'' 39-- 35.00 131.0%
2 0.0,2 3 'RE' ;I' (@% 9 @200" 22.00 1.58
3 3.,% L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. 1*$.$
CANT %.M. INS%MOS R. LIMA C.%.
1 0.50% 3 /IER' EI'' 39-- 35.00 1#.3,
2 0.50% 3 'RE' ;I' (@% 9 @200" 22.00 11.08
3 2#.18 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. -$+.,
CANT %.M. INS%MOS R. PI9ROLA C.%.
1 0.28 3 /IER' EI'' 39-- 35.00 525.82 0.28 3 'RE' ;I' (@% 9 @200" 22.00 #.3#
3 15.03 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. *$.*,
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
7/24/2019 REQUERIMIENTO ASFALTO
11/15
CANT %.M. INS%MOS A#. CIRC%N#ALACION CON A#. MO/ENDO C.%.
1 1.01# 3 /IER' EI'' 39-- 35.00 18%8.21
2 1.01# 3 'RE' ;I' (@% 9 @200" 22.00 22.3%
3 52.81 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. 1+0.
CANT %.M. INS%MOS A#. P%NO CON A#. CIRC%N#ALACION C.%.
1 0.1#0 3 /IER' EI'' 39-- 35.00 20.2
2 0.1#0 3 'RE' ;I' (@% 9 @200" 22.00 3.51
3 8.2 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. $-*.0
CANT %.M. INS%MOS R. SANDIA CON A#. P%NO C.%.
1 0.2#3 3 /IER' EI'' 39-- 35.00 %,8.##
2 0.2#3 3 'RE' ;I' (@% 9 @200" 22.00 5.,
3 13.#8 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. ,,.,
CANT %.M. INS%MOS A#. ES%S CON A#. P%NO C.%.
1 0.21% 3 /IER' EI'' 39-- 35.00 38.%8
2 0.21% 3 'RE' ;I' (@% 9 @200" 22.00 %.,1
3 11.13 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. *-,.1-
CANT %.M. INS%MOS A#. ES%S / R. SAN MIG%EL C.%.
1 0.202 3 /IER' EI'' 39-- 35.00 3##.,3
2 0.202 3 'RE' ;I' (@% 9 @200" 22.00 %.%3
3 10.%8 L '&;'LTO RC9250 0.00
TOTAL PRES%P%ESTO S8. *+1.1
NOTA Los :re!os so3 refere3!ales
C%ADRO RES%MEN DE RE2%ERIMIENTO 001
CANT %.M. RES%MEN DE INS%MOS C.%.
1 3.2, 3 /IER' EI'' 39-- 0.00
2 3.2, 3 'RE' ;I' (@% 9 @200" 0.00
3 1,0.1% L '&;'LTO RC9250 3.00 510.%3
% 1.00 U CO/'CT'OR E /L'C' +I)R'TORI'
5 10.00 L CO)U&TI)LE
# 1.00 U O/ER'RIO
, 8.00 U /EO
8.00 U CA'LECO E &EURI' RILL 'R'J' .00 U U'TE& E CUERO CO /'L' RE;ORB''
10 1.00 U C'&CO E &EURI' COLOR )L'CO
11 1.00 U C'&CO E &EURI' COLOR /LOO
12 8.00 U C'&CO E &EURI' COLOR 'R'J'
13 .00 U )OT'& E JE)E&
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTO
ESTIMADOTOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
NoITEM
COSTOESTIMADO
TOTAL
7/24/2019 REQUERIMIENTO ASFALTO
12/15
1% %0.00 T& CIT' E &EURI'
15 %.00 U COO E &EURI' EI'O&
1# %.00 U /'L'&
1, %.00 U /ICO&
18 3.00 U )UUIE&
1 3.00 U CILIRO& ET*LICO& E 55 L +'CIO&
20 3.00 U +'LE& +'CIO& E 20 LITRO&
21 2.00 U CO)' E 10 LI)R'& ICLU7E 'O
22 1.00 U CICEL E /UT' E 3
7/24/2019 REQUERIMIENTO ASFALTO
13/15
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O'SER#. (ALMAC9N)
I;R'E&TRUCTUR' /U)LIC'
C'IO& +ECI'LE&
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C'IO& +ECI'LE&
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7/24/2019 REQUERIMIENTO ASFALTO
15/15
C'IO& +ECI'LE&
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