PROYECTO ESPECIAL AFIANZAMIENTO Y AMPLIACION DE LOS RECURSOS HIDRICOS DE TACNA1Pgina :S10

Precios y cantidades de recursos requeridos por tipoObra CONSTRUCCION DEL EMBALSE HUACOLLO -SITAJARA-TARATA VR20503017Subpresupuesto 001 RESERVORIOFecha 31/12/2009

TACNA - TARATA - SITAJARALugar 230405

Cdigo CantidadUnidadRecurso Parcial S/.Presupuestado SPrecio S/.

MANO DE OBRA543.4526 8,912.58 9,013.3016.40TOPOGRAFO0147000032 hh

1,320.5195 19,147.54 19,346.7514.50CAPATAZ0147010001 hh15,624.8273 202,966.54 203,067.2212.99OPERARIO0147010002 hh

9,999.8331 115,798.03 115,759.8011.58OFICIAL0147010003 hh30,319.9415 317,449.77 317,910.3210.47PEON0147010004 hh

665,097.39664,274.46MATERIALES

167.6850 536.61 536.593.20ALAMBRE NEGRO RECOCIDO # 80202000008 kg103.1100 329.95 330.003.20CLAVOS PARA MADERA C/C 4"0202010007 kg

2.5000 8.00 8.003.20CLAVOS PARA MADERA S/C 3"0202010014 kg27.9475 89.44 89.433.20CLAVOS Fo No C/C 2 1/2"0202020003 kg

100.6110 321.95 324.193.20CLAVOS Fo No C/C 3"0202020004 kg56.0000 179.20 179.203.20CLAVOS Fo No C/C 3 1/2"0202020005 kg99.5590 318.59 298.683.20ALAMBRE NEGRO N160202040009 kg12.0000 57.60 57.604.80PERNOS HEXAGONALES DE 3/4" X 6" INC.TUER0202100015 und15.0000 117.00 117.007.80CLAVOS PARA CALAMINA0202130021 kg

5,226.8475 14,112.50 14,137.382.70ACERO CORRUGADO0202970001 kg62.8600 1,760.08 1,760.0828.00ARENA PARA CAMA DE TUBERIA HUACOLLO0204010011 m3

136.6800 8,884.20 8,884.2065.00MATERIAL CLASIFICADO GRANULAR LECHOFILT

0205300014 m3

281.4090 15,477.55 15,477.5055.00PIEDRA0205330003 m31.0000 650.00 650.00650.00COMPUERTA METALICA 0.40X0.40M0209330012 und1.0000 12,000.00 12,000.0012,000.00COMPUERTA METALICA DE REGULACION

0.45X0.45M; H=11.0M0209330014 und

146.8940 2,664.58 2,664.1218.14JUNTA WATER STOP 9"0210580006 m1,186.9096 23,144.75 23,145.2019.50CEMENTO PORTLAND TIPO IP (42.5KG)0221000000 bls

29,897.3600 31,392.23 31,477.911.05GUIA0227000007 ml30,839.6410 38,549.55 38,720.721.25CORDON DETONANTE0227010096 ml29,488.3108 22,116.23 22,116.250.75FULMINANTE0227020011 und15,421.6800 163,469.81 163,469.8110.60DINAMITA0228000022 kg

734.0480 8,999.45 8,997.3312.26DINAMITA AL 65%0228010001 kg21.3422 1,440.45 1,440.6067.50ADITIVO (INCORPORADOR DE AIRE)0229010094 kg19.4020 933.14 933.2448.10ADITIVO (CURADOR DE CONCRETO)0229010095 kg

453.4708 54.42 0.000.12CORDEL0229220001 ml5.2970 63.60 63.5212.00ELECTRODO0229550097 kg

22,872.7125 231,014.37 230,991.7510.10GEOMEMBRANA HDPE 1.5MM0229740010 m222,872.7125 80,054.49 80,167.733.50GEOTEXTIL NO TEJIDO 200GR/CM20229740012 m2

33.1856 215.74 250.866.50YESO DE 28 Kg0230020001 bls20.9728 7,129.80 7,130.75340.00BARRENO0230020095 und35.3612 14,674.40 14,844.46415.00BARRENO 5' X 1/8"0230080010 und6.6770 120.24 120.1918.00MATERIAL ELASTOMERICO DINACRET O

SIMILAR0230150041 gln

0.9348 13.95 14.6915.00PRIMER P-75 O SIMILAR0230150042 gln11.1790 1,732.90 1,732.75155.00ADITIVO DESMOLDEADOR DE ENCOFRADOS0230200000 gln2.2674 113.50 226.7450.00WINCHA0230990080 und

300.0000 7,500.00 7,500.0025.00TANQUE SEPTICO0239010090 GLB136.0573 1,061.27 1,065.767.80AGUA0239050000 m3

2.3450 122.20 121.9452.00HIPOCLORITO DE CALCIO AL 70%0239060010 kg300.0000 18,000.00 18,000.0060.00AMOBLAMIENTO DE CAMPAMENTO0239970005 und234.0800 1,685.38 1,685.607.20MADERA ROLLIZA DE EUCALIPTO DE 4" x 3m0243000031 und

7,286.0000 29,144.00 29,144.004.00MADERA TORNILLO0243010003 p2346.6751 1,213.38 1,156.683.50MADERA - ESTACAS0243100004 p2

45.8339 5,490.43 5,488.89119.80TRIPLAY DE 4 X 8 X 19 MM0244020010 pln303.0000 10,692.87 10,692.8735.29TRIPLAY DE 4'x8'x 6 mm0244030022 pln

2,906.5400 11,626.16 11,626.164.00MADERA TORNILLO INC.CORTE P/ENCOFRADO0245010001 p2102.5000 3,331.25 3,331.2532.50GAVION TIPO COLCHON0246900004 m2140.0000 3,430.00 3,432.8024.50ALAMBRE DE PUAS0246910003 kg

2.2000 143.00 143.0065.00PERFIL"L" 2 x 2 x 1/40251010059 m20.0000 760.00 760.0038.00PLACAS DE FIERRO DE 4" x 4" x 1/4"0251770001 und11.4501 435.10 403.3638.00PINTURA ESMALTE SINTETICO0254020042 gln

360.0000 270.00 270.000.75CALAMINA0259010002 pza0.2671 5.08 5.3418.80TEKNOPOR DE 1" x 4' x 8'0260000002 pln

40.0000 3,800.00 3,800.0095.00TUBERIA FG 2"0265020080 ml6.6000 196.68 196.6829.80TUBERIA FG 3/4"0265020081 ml

50.0000 18,750.00 18,750.00375.00TUBERIA HD - 400 MM ISO 2531 INC.ACCESORIOS

0271810025 ml

483.0700 36,713.32 36,713.3276.00TUBERIA PVC 300MM C-5 UF0272020103 m464.7120 13,476.59 13,476.6529.00TUBERIA PVC 100MM CRIBADA PARA DREN0272020105 ml

1.0000 15,000.00 15,000.0015,000.00VALVULA COMPUERTA C/BRIDA C-125 ANSI 16"0278000073 und

866,122.77865,586.96EQUIPOS

28,902.19 28,902.19HERRAMIENTAS MANUALES0337010001 %MO

28/01/2010 07:11:55p.m.Fecha :

PROYECTO ESPECIAL AFIANZAMIENTO Y AMPLIACION DE LOS RECURSOS HIDRICOS DE TACNA2Pgina :S10

Precios y cantidades de recursos requeridos por tipoObra CONSTRUCCION DEL EMBALSE HUACOLLO -SITAJARA-TARATA VR20503017Subpresupuesto 001 RESERVORIOFecha 31/12/2009

TACNA - TARATA - SITAJARALugar 230405

Cdigo CantidadUnidadRecurso Parcial S/.Presupuestado SPrecio S/.

21.1050 738.85 741.0235.00BALDE PRUEBA-TAPON -ABRAZ. YACCESORIOS

0337020043 hm

62.4473 1,561.25 1,561.3125.00MEZCLADORA CONCRETO TAMBOR 11 P3-18HP

0348010008 hm

999.7216 150,457.86 150,573.66150.50CAMION CISTERNA 4x2 (AGUA) 122 HP 2,0000348040003 hm130.0000 20,800.00 20,800.00160.00CAMION PLATAFORMA 4x2 178-210 HP 12 TON.0348040013 hm

1,265.8337 275,950.94 275,947.52218.00CAMION VOLQUETE 12 M3.0348040034 hm21.1050 164.66 164.157.80MOTOBOMBA 3.5 HP 2"0348080009 hm

755.2307 164,640.14 164,584.45218.00VOLQUETE DE 12 M30348110003 hm6.0830 577.60 577.8595.00MAQUINA SOLDADORA0348210064 hm

11.6891 1,512.69 1,520.35129.40COMPRESORA NEUMATICA 196 HP 600-690PCM

0349020002 hm

312.8617 26,436.67 26,485.1984.50COMPRESORA NEUMATICA 87 HP 250-330 PCM0349020008 hm82.0000 11,407.84 11,407.84139.12RODILLO LISO VIBR AUTOP 101-135HP 10-12T0349030007 hm

1,041.9128 87,541.28 87,469.1384.02RODILLO LISO VIBR AUTOP 70-100 HP 7-9 T.0349030013 hm270.6567 64,958.40 64,957.62240.00RODILLO PATA CABRA V.AUT136-180HP 15-17T0349030034 hm261.3967 36,726.70 36,639.12140.50CARGADOR S/LLANTAS 125 HP 2.5 YD3.0349040009 hm

1,570.3483 237,122.85 237,092.16151.00CARGADOR S/LLANTAS 125-155 HP 3 YD3.0349040010 hm7.9547 1,483.39 1,484.29186.59CARGADOR S/LLANTAS 160-195 HP 3.5 YD3.0349040011 hm

14.6288 4,242.70 4,241.86290.00RETROEXCAVADOR S/ORUGA 165-230 HP0.5-1.3Y

0349040022 hm

230.5335 91,409.76 91,414.95396.52RETROEXCAVADOR S/ORUG 270-330 HP.75-1.4Y

0349040023 hm

523.7011 157,403.27 157,457.35300.56RETROEXCAVADOR S/ORUG 170-250HP1.1-2.75

0349040024 hm

521.8152 128,367.72 128,395.18246.00TRACTOR DE ORUGAS DE 140-160 HP0349040033 hm54.2654 18,189.13 18,178.85335.16TRACTOR DE ORUGAS DE 190-240 HP0349040034 hm

1,302.0440 494,775.20 494,784.20380.00TRACTOR DE ORUGAS DE 270-295 HP0349040035 hm90.6025 1,132.50 1,132.5312.50MARTILLO NEUMATICO DE 21 Kg.0349060001 hm

1,042.9330 15,226.78 15,295.7414.60MARTILLO NEUMATICO DE 25 Kg.0349060004 hm30.4820 414.53 414.2813.60VIBRADOR DE CONCRETO 4 HP 1.50"0349070003 hm6.0203 292.93 292.8848.66ZARANDA MECANICA0349080012 hm

1,323.4640 200,557.13 200,548.28151.54MOTONIVELADORA DE 125 HP0349090000 hm342.4492 7,646.91 7,643.0022.33PLANCHA COMPACTADORA VIBRATORIA 7HP0349100022 hm543.4526 4,564.98 4,511.498.40TEODOLITO0349190001 hm543.4526 3,532.43 3,558.516.50NIVEL TOPOGRAFICO0349880002 hm

2,238,776.952,238,739.26

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

Total S/.

S/.

3,768,600.69 3,769,997.11

3,769,997.11

28/01/2010 07:11:55p.m.Fecha :