lista_insumos_puente.xls

7/25/2019 LISTA_INSUMOS_PUENTE.xls

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Precios y cantidades de recursos requeridos

Presupuesto : CONSTRUCCION DEL PUENTE "SALTA NOMAS"

Cliente : MUNICIPALIDAD DE EL OLVIDO

Contratista : BRINCOS SAC

Cdigo Recurso Unidad Cantidad Precio S/. Parcial S/. Presupuestado S/.

MANO DE O RA

0199010002 BONIFICACIN POR TRABAJOS BAJO EL AGUA %MO 4,467.87 4,467.870147010001 CAPATAZ 2,!27.80000 18."" 46,""4.!1 46,478.8701470000!7 CORTA#OR 681.7"000 14."2 9,762."4 9,762.!601470000"8 INGENIERO CON ESPECIALI#A# EN IMPACTO AMBIENTAL !.00000 6,000.00 "0,000.00 "0,000.014701000" OFICIAL 7,748.6!000 12.!6 97,"22.99 97,19!.410147010002 OPERARIO 12,!1".!2000 14."2 179,19".!7 179,"02."10147010004 PEON "2,"71.80000 11."! "67,419.89 "67,247.460147010017 SOL#A#OR ESPECIALISTA 681.7"000 14."2 9,762."4 9,762.!60147010016 T$CNICO CONTROL #E CALI#A# "40.86000 14."2 4,881.17 4,880.7!0147000049 T$CNICO ESPECIALISTA "40.86000 24."! 8,"00.04 8,"00.040147000048 T$CNICO MONTAJISTA 946.47000 21.48 20,""0.19 20,""0.6601470000"2 TOPOGRAFO 1"0.46000 18.62 2,429.09 2,429.74

780,204.01 780,158.23

MA!ER"A#ES

02010"0004 ACEITE PARA MOTOR SAE "0 &' 42.!4000 !2.07 2,21!.22 2,218.60020"02000" ACERO CORRUGA#O ()*4200 +& - 2 GRA#O 60 +& 61,641."0000 2.86 176,294.11 176,126.7102!1120008 ACERO ESTRUCTURAL +& 18,!80.!0000 ".06 !6,8!6."" !6,8!6.""02!112000! ACERO ESTRUCTURAL A !72 GRA#O !0 +& 111,846.00000 ".16 "!",4""."6 "!",4""."602!1120002 ACERO ESTRUCTURAL A !72 GRA#O 60 +& "2.00000 ".16 101.12 101.120229!1000" ACETILENO " 4"6.2!000 27.99 12,210.!9 12,211.2002010"0020 A#ITI/O ACELERANTE #E FRAGUA &' 0.00000 14.91 0.00 0.000202000007 ALAMBRE NEGRO RECOCI#O 16 +& 2,92".08000 ".08 9,00".08 8,770.600202000008 ALAMBRE NEGRO RECOCI#O 8 +& 7!8."4000 ".08 2,""!.70 2,"49.1402!602009" ALMA #E POSTE +& "8!.02000 "."" 1,282.11 1,282.0902!1010047 ANCLAJES #E 1 2 0."0 +& 0.00000 2.!6 0.00 0.00024"040008 AN#AMIO 32 1,99!.00000 ".!0 6,982.!0 6,982.!002!1010046 ANGULO #E ACERO #E 4 4 1 2 35 7.70000 "66.!0 2,821.77 2,821.6702!1010001 ANGULO #E ACERO LI/IANO #E 1 1 1 8 6 35 ".10000 21.12 6!.47 6!.4702!10100!2 ANGULO #E ACERO LI/IANO #E 1 1 " 16 35 6.60000 "0."1 200.0! 200.04021"000006 ASFALTO RC 2!0 &' "07.94000 7.!! 2,"24.98 2,"2!.96

02"0700004 BARRENO 0.00000 "86.77 0.00 0.000217020009 BLO:UETA CONCRETO PARA MURO #E 20 20 40 - 0.00000 ".18 0.00 0.0002!"040000 BREA IN#USTRIAL +& 9.20000 ".!0 "2.20 "2.2002!"040001 BROC;A 2.!0000 7.02 17.!6 16.6802022"0007 CABLES #E MONTAJE %MO 8,0!2.00 8,0!2.0002022"000" CABLES #E MONTAJE CON ALMA #E ACERO 1,60".06000 40.67 6!,196.29 6!,196.8002!6020090 CALAMINA GA/ANIZA#A ZINC 28 CANALES 1.8" 0.66" 0.4 3' 8!.00000 18.40 1,!64.00 1,!64.0002010"0011 CAUC;O L


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024"040000 MA#ERA TORNILLO =32> 32 29,0"9.!8000 4.22 122,!47.02 122,!41.9902"2970002 MO/ILIZACION #ESMO/ILIZACION &'? 1.00000 217,!99."8 217,!99."8 217,!99."802!6020096 NEOPRENO CC 74,2!6.00000 0.06 4,4!!."6 4,4!!."602!602011! NEOPRENO TIPO PANAL CC 46,200.00000 0.28 12,9"6.00 12,9"6.000229!10001 O IGENO " 1,"16.99000 12.70 16,72!.7! 16,726.2702020800"0 PERNO #E ANCLAJE #E ! 8 14 35 16.00000 4.72 7!.!2 7!.!202020!0001 PERNO #E ANCLAJE PARA ENCOFRA#O 1 2 0.!0 35 "97.19000 9.69 ",848.80 ",844.8"0202100022 PERNO ;E AGONAL M 24 100 ASTM "2! 7"9.00000 18."9 1",!90.21 1",!90.210202100060 PERNO ;E AGONAL #E " 8 " CON TUERCA ARAN#ELA 35 8.00000 0.!8 4.64 4.640202100001 PERNO ;E AGONAL M 16 4! ASTM "2! 1"4.00000 9.17 1,228.78 1,228.780202100002 PERNO ;E AGONAL M 16 !0 ASTM "2! 202.00000 11.79 2,"81.!8 2,"81.!8020210000" PERNO ;E AGONAL M 16 !! ASTM "2! 916.00000 11.98 10,97".68 10,97".680202100004 PERNO ;E AGONAL M 16 60 ASTM "2! !71.00000 12.20 6,966.20 6,966.20020210000! PERNO ;E AGONAL M 16 6! ASTM "2! "19.00000 12.4! ",971.!! ",971.!!0202100006 PERNO ;E AGONAL M 16 70 ASTM "2! 18!.00000 12.69 2,"47.6! 2,"47.6!0202100007 PERNO ;E AGONAL M 20 4! ASTM "2! 1!".00000 12.00 1,8"6.00 1,8"6.000202100008 PERNO ;E AGONAL M 20 !0 ASTM "2! 19".00000 12.10 2,""!."0 2,""!."00202100009 PERNO ;E AGONAL M 20 !! ASTM "2! 42.00000 12.20 !12.40 !12.400202100010 PERNO ;E AGONAL M 20 60 ASTM "2! 2"9.00000 12."8 2,9!8.82 2,9!8.820202100011 PERNO ;E AGONAL M 20 6! ASTM "2! !92.00000 12.!0 7,400.00 7,400.00

0202100012 PERNO ;E AGONAL M 20 70 ASTM "2! 4!4.00000 12.66 !,747.64 !,747.64020210001" PERNO ;E AGONAL M 20 7! ASTM "2! 61".00000 12.7! 7,81!.7! 7,81!.7!0202100014 PERNO ;E AGONAL M 20 80 ASTM "2! !!4.00000 12.8" 7,107.82 7,107.82020210001! PERNO ;E AGONAL M 20 90 ASTM "2! 4"7.00000 1".06 !,707.22 !,707.220202100016 PERNO ;E AGONAL M 20 9! ASTM "2! 1"4.00000 1".2" 1,772.82 1,772.82020210002" PERNO ;E AGONAL M 24 11! ASTM "2! 101.00000 18.9! 1,91".9! 1,91".9!0202100024 PERNO ;E AGONAL M 24 1!0 ASTM "2! 17.00000 20.07 "41.19 "41.19020210002! PERNO ;E AGONAL M 24 170 ASTM "2! !0.00000 20.7! 1,0"7.!0 1,0"7.!00202100062 PERNO ;E AGONAL M 24 60 ASTM "2! 76.00000 17.66 1,"42.16 1,"42.160202100017 PERNO ;E AGONAL M 24 6! ASTM "2! !0.00000 17.21 860.!0 860.!00202100018 PERNO ;E AGONAL M 24 70 ASTM "2! 269.00000 17."7 4,672.!" 4,672.!"0202100019 PERNO ;E AGONAL M 24 7! ASTM "2! 84.00000 17.!" 1,472.!2 1,472.!2

0202100020 PERNO ;E AGONAL M 24 80 ASTM "2! 18!.00000 17.6" ",261.!! ",261.!!0202100021 PERNO ;E AGONAL M 24 8! ASTM "2! 1,!12.00000 17.87 27,019.44 27,019.440202100028 PERNO ;E AGONAL M 27 1"! ASTM "2! 1"4.00000 "".1! 4,442.10 4,442.100202100027 PERNO ;E AGONAL M27 100 ASTM "2! 806.00000 "0.07 24,2"6.42 24,2"6.420202100026 PERNO ;E AGONAL M27 8! ASTM "2! 202.00000 28.69 !,79!."8 !,79!."80202!10088 PERNOS 1 1 4 " CON TUERCA ;UAC;A 35 18.60000 12.42 2"1.01 2"1.010202!10121 PERNOS " 8 8 D 2A DT 35 4.00000 1.2! !.00 !.000202!1010! PERNOS #E " 4 " 1 2 CON TUERCA ;UAC;A 35 16.00000 ".00 48.00 48.000202!10118 PERNOS #E ANCLAJE 296.44000 ".22 9!4.!" 9!4.100202!10126 PERNOS, TUERCAS ARAN#ELAS A "24 =7 8 2 > !90.12000 !.7! ","9".19 ","9".7"02!"000002 PETROLEO #IESSEL 2 &' 90.97000 10.42 947.86 949.6802!40600"2 PINTURA ANTICORROSI/A SIN CROMATO &' 1.78000 29.44 !2.!2 !2.!2

021"000024 PINTURA ASFALTICA &' 0.79000 28.17 22."9 22.4202!4010002 PINTURA #E TR FICO &' 7.!1000 42.19 "16.68 "16.9202!4110011 PINTURA ESMALTE BLANCO &' 0.28000 29.!2 8.1! 8.1402!422000! PINTURA ESMALTE EPO ICA &' 881.9"000 7!.74 66,797.!" 66,796.6"02!411001! PINTURA ESMALTE IMPRIMANTE &' 0.28000 29.44 8.1! 8.1402!4240002 PINTURA ESMALTE POLIURETANO &' 478."4000 126.98 60,7"9.11 60,7"9.7002!4010001 PINTURA ESMALTE SINTETICO &' 16.84000 29.!2 497.21 !0!.!102!4110014 PINTURA ESMALTE /ER#E &' 0.!8000 29.!2 16.97 16.9702!4980001 PINTURA AS; PRIMER &' 10."4000 16".10 1,687.04 1,687.1"02!422002" PINTURA ZINC RIC; EPO I INORG NICO =CPP:> &' 422."!000 "47.02 146,!6".10 146,!6".9902!6020091 PLACA #E APO O +& 467.7"000 4.00 1,870.94 1,870.9402!6020107 PLANC;A ACERO COMERCIAL +& 0.00000 4.00 0.00 0.00

02!6020092 PLANC;A ROLA#A +& 86".1!000 4.00 ",4!2.!9 ",4!2.!902!1040018 PLATINA #E ACERO LI/IANO #E 1 4 2 6 35 0.18000 !1.9" 9.09 9.0802!1040027 PLATINA #E ACERO LI/IANO #E 1 4 4 6 35 0.08000 11".42 9.44 9.4402!10401"2 PLATINA #E FIERRO 1 8 2 2.26000 4.77 10.78 10.7802010"0007 PROGRAMA #E CONTINGENCIAS &' 0.6!000 10,000.00 6,!00.00 6,!00.0002!6020106 PRUEBAS #E CONTROL #E CALI#A# &'? 106.!2000 600.00 6",912.00 6",912.0002!4610004 SELLA#OR #E MA#ERA &' 0.!8000 41.2! 2".72 2".740229!00091 SOL#A#URA +& 1,77!.72000 11."4 20,1"6.6" 20,1"6.!10229!0009" SOL#A#URA ESTRUCTURAL +& 1",!2!.70000 1!.01 20",020.76 20",020.7!0229200012 T;INNER &' 0.82000 22.70 18.62 19.0802!44!0078 TINTA SERIGR FICA NEGRA &' 0.07000 1,109.2" 76.98 76.9802"9060020 TIZA ?@' 20.48000 1!.4" "16.00 "1!.29


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02440"0017 TRIPLA #E 4 8 12 3' 41.7!000 6!."! 2,728."6 2,728.8902440"000" TRIPLA LUPUNA #E 4 8 19 3' 29!.11000 10".10 "0,42!.62 "0,429.9"02720000"0 TUBERIA P/C SAP PRESION C 10 C R. " 4 ! 18.60000 10.49 19!.16 19".49027200002" TUBERIA P/C SAP PRESION C 10 EC " ! ".40000 !".8" 18".02 182.92027"010010 TUBERIA P/C SAP AGUA " 8 0.60000 ".98 2."9 2."8026!0000!9 TUBO #E FIERRO GAL/ANIZA#O #E 2 490.80000 19.46 9,!!0.97 9,!!0.97026!170006 TUBO #E FIERRO NEGRO #E " 6.4 4.!0000 200.22 900.99 901.00027801000" /AL/ULA GLOBO #E ACERO INO I#ABLE " 4 0.00000 !0.26 0.00 0.00

2,270,315.63 2,269,944.32

E$U"POS

0""70"0026 ACCESORIOS PARA MONTAJE &'? 1,144.00000 170.00 194,480.00 194,480.000""70"0020 BANCO #E TRABAJO %MO 7,467.60 7,467.600"4804000" CAMION CISTERNA 4 2 =AGUA> 14! 16! ;P 2,000 &' "1."6000 1"4.9! 4,2"1.8" 4,2"1.800"48040027 CAMION /OL:UETE 6 4 ""0 ;P 10 " 118.2!000 201.9" 2",878.60 2",88!."80"49120007 CAMIONETA PICH UP 4 2 2 CABINA 90 ;P 0.7! 0.67000 41.7! 27.8" 27.840"49040010 CARGA#OR SOBRE LLANTAS 12! 1!! ;P " ) " 216.4!000 1!9.96 "4,62".6" "4,6"4.610"49080097 C;ANCA#ORA PRIMARIA SECUN#ARIA ! FAJAS 7! ;P 46 70 @ "!.49000 79.77 2,8"1.01 2,8"00"4896000! CIZALLA PARA CORTE #E FIERRO 184."1000 4.!0 829."9 !76.7!0"490!0007 COCINA #E ASFALTO "20 &' ".64000 !0.19 182.76 18".46

0"490"000" COMPACTA#OR /IBRATORIO TIPO PLANC;A !.8 ;P !28.49000 21.72 11,478.88 11,480.7"0"49020008 COMPRESORA NEUMATICA 87 ;P 2!0 ""0 PCM 429.69000 66.72 28,668.61 28,667.460"48960006 #OBLA#ORA 0.49000 6.00 2.9! 2.780"49090002 ELECTROBOMBA SUMERGIBLE 10 284.74000 1!.00 4,271.07 4,270.880"48210067 E:UIPO #E ARENAR 202.44000 "0.00 6,07".20 6,07".200"48210069 E:UIPO #E CORTE SOL#EO =O I ACET> 809."0000 1!.00 12,1"9.!4 12,1"9.!20""79000!0 E:UIPO #E PINTURA 119.!8000 28.00 ","48."! ","48."!0"489!000" E:UIPO #E PINTURA ESPECIAL =AIRLESS> !9.79000 "7.00 2,212."0 2,212."00"49180000 FAJA TRANSPORTA#ORA 18 40 MOTOR ELECTRICO " H 1!0 @ "!.49000 !.94 210.81 20"488"0001 GATAS #E !0 @ 1,124.08000 1!.00 16,861.2" 16,861.280"49180010 GRUA ;I#RAULICA AUTOPROPULSA#A 127 ;P 18 @ 9 1!.2!000 187.!2 2,860.28 2,860.210"491!0017 GRUPO ELECTROGENO 10 ;P 2!8.99000 12.00 ",107.84 ",109.28

0"491!0000 GRUPO ELECTROGENO 116 ;P 7! H 162.2"000 10!.!4 17,121.71 17,122.710"491!001! GRUPO ELECTROGENO 140 ;P 90 H "!.49000 117."2 4,16".6! 4,16".940""7010001 ;ERRAMIENTAS MANUALES %MO "0,126.2! "0,126.2!0"491600"" MA:UINA SOL#A#ORA 24.17000 20.00 48"."1 48".440"491800!2 MARTILLO NEUM TICO #E 29 HG 1"!.70000 4.17 !6!.89 !6".170"49100007 MEZCLA#ORA #E CONCRETO TAMBOR 18 ;P 11 3" 4"4."4000 10.01 4,"47.70 4,"!0.780"49880024 MIRA TOPOGR FICA 16."1000 !.00 81.!4 81.!40"49090001 MONTACARGA 80 ;P !TON "40.86000 76.!0 26,076.10 26,076.100"48080002 MOTOBOMBA 12 ;P 4 2!6.71000 21."" !,47!.6" !,474.470"48080006 MOTOSOL#A#ORA #E 2!0 AMP. 684.!9000 2!.00 17,114.87 17,114.860"49880018 NI/EL TOPOGR FICO AUTOM TICO 16."1000 60.00 978.42 978.420"49020010 PISTOLA AIRLESS "9.26000 8.00 "14.11 "14.11

0"49040024 RETROE CA/A#OR SOBRE ORUGA 170 2!0 ;P 1.1 2.7! ) " 101.8"000 288.7" 29,400."9 29,"81.480"491"0010 RO#ILLOS 4"7.!!000 10.00 4,"7!.!4 4,"7!.2!0""7800002 SEGURO #E TRANSPORTE @ 172.!9000 48.00 8,284."2 8,284."20"4897000! TECLE #E ! @ 8,0"0.!9000 1!.00 120,4!8.88 120,4!8.880"49880022 TEO#OLITO 16."1000 80.00 1,"04.!6 1,"04.!60"48600002 TIRFOR #E ! @ 2,802.99000 2!.00 70,074.77 70,074.290"490400"4 TRACTOR #E ORUGAS #E 190 240 ;P 72.!4000 "18.94 2",1"7.42 2",1"8.810"4907000" /IBRA#OR #E CONCRETO 4 ;P 1.!0 414.1!000 4.72 1,9!4.80 1,9!!.9!0"491800!! INC;E #E #OS BAL#ES #E "!0 +& MOTOR EL$CTRICO "47.64000 20.00 6,9!2.89 6,9!".690""79000!1 ZARAN#A MET LICA #E K*4 !".09000 1!.00 796."2 79".890"49080010 ZARAN#A /IBRATORIA 4 6 14 MOTOR ELECTRICO 1! ;P "!.49000 49.16 1,744.67 1,741.1

735,121.47 734,863.25

TOTAL S . 3,785,641.11 3,784,965.80

S . 3,784,965.80

La columna parcial es el producto del precio por la cantidad requerida; y en la ltima columna se muestra el Monto Real que se est utilizando

Fecha : %&/'&/%'(' ()*+)*+,

lista_insumos_puente.xls

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