Download pdf - precioparticularinsumotipov.rtf

7/23/2019 precioparticularinsumotipov.rtf

http://slidepdf.com/reader/full/precioparticularinsumotipovrtf 1/3

Pr

MANO DE OBRA

271.6344 1,868.81 1 889.926.88TOPOGRAFO0147000032 hh

8,587.2027 59,251.68 59,267.386.90OPERARIO0147010002 hh2,262.0501 14,137.81 14,123.016.25OFICIAL0147010003 hh

35 631.6877 203,456.95 203 428.495.71PEON0147010004 hh

278,708.80278,715.25

MATERIALES

14.3800 719.00 719.0050.00LUBRICANTE PARA TUBERIA0201800002 ln366.8820 2,935.04 2,935.048.00ALABRE NEGRO RECOCI!O " 80202000008 #18.8880 103.90 104.255.50CLA$O% PARA A!ERA C&C 3'0202010005 #

5 192.4810 23,366.16 23 390.904.50ACERO !E REFUER(O F)*4200 GRA!O 600202970002 #1,813.6500 8,161.43 8,169.904.50ACERO CORRUGA!O !E 3&8' F) 4200 + &-20203020006 #

71.3438 17,835.00 17,835.96250.00ARENA FINA0204000000 -387.5032 17,500.00 17 500.64200.00ARENA GRUE%A0205010004 -3

250.9125 55,200.20 55,200.75220.00PIE!RA (ARAN!EA!A !E 1&2'0205030060 -3618.4572 4,947.68 4 947.648.00ALABRE NEGRO RECOCI!O " 160208510001 #

1.0050 5.50 5.535.50ALABRE !E PUA% N 160208520001 -50.0000 1,250.00 1,250.0025.00/UNTA ATER %TOP 6 PULG.0210580001 -

2,657.9507 58,474.90 58,473.4922.00CEENTO PORTLAN! TIPO I 42.5+G0221000000 BOL 16.1694 80.85 80.865.00)E%O0229030004 BOL109.0000 109.00 109.001.00CINTA TEFLON0229130010 n31.7153 793.00 794.3925.00IPEREABILI(ANTE0230110014 #

0.0060 1.50 0.90150.00PEGAENTO PARA P$C AGUA $IN!UIT0230460011 ln0.0115 0.80 0.9280.00INCA0230990080 n3.0000 900.00 900.00300.00TAPA !E CONCRETO ARA!O 110231410004 n1.0000 15,000.00 15 000.0015,000.00FLETE0232000027 GLB1.0000 2,500.00 2,500.002,500.00FLETE RURAL0232010030 GLB

33.3720 3,003.30 3,003.4790.00ORIGON0238000000 -315.0000 375.00 375.0025.00PRUEBA% !E CALI!A! !E CONCRETO

ROTURA

0239150000 GLB

1.0000 1,000.00 1,000.001,000.00CARTEL !E OBRA0239900100 GLB2.0000 400.00 400.00200.00TAPA !E CONCRETO ARA!O 1 10239900101 n

117.0000 5,850.00 5,850.0050.00TAPA CONCRETO ARA!O !E 0.50 0.50-0239990052 n69.0000 966.00 966.0014.00ROLLI(O !E EUCALIPTO !E 3' 2.500243000031 -50.6585 192.51 194.553.80REGLA !E A!ERA0243160052 281.0049 283.50 323.923.50E%TACA !E A!ERA0243510061 2

5.4000 75.60 75.6014.00ROLLI(O !E EUCALIPTO !E 2' PUERTARU%TICA

0243600035 -

85.6258 274.02 268.533.20A!ERA !E TORNILLO0245020001 21.2000 42.00 42.0035.00PINTURA E%ALTE0254020026 ln7.3837 258.30 295.3535.00PINTURA E%ALTE0254110090 ln

77.0000 770.00 770.0010.00BU%ING !E 1' 3&4'0265360067 n8.0000 800.00 800.00100.00UNION UNI$ER%AL !E P$C !E 3'0272030038 n

19.0000 47.50 47.502.50CO!O !E 45 P$C %AP P&AGUA !E 1'0272060057 n10.0000 60.00 60.006.00CO!O !E 45 P$C %AP P&AGUA !E 1.5'0272060058 n

6.0000 9.00 9.001.50CO!O !E 45 P$C %AP P&AGUA !E 3&4'0272060059 n3.0000 420.00 420.00140.00CO!O !E P$C %AP * 6':45 C;50272060061 n3.0000 180.00 180.0060.00CO!O !E P$C %AP * 4':90 C;50272060062 n6.0000 960.00 960.00160.00CO!O !E P$C %AP * 110 90 C;50272060063 n

70.0000 700.00 700.0010.00NIPLE P$C !E 1' 30 -0272300069 <8.0000 128.00 128.0016.00NIPLE P$C %AP *1' 1-l C;100272300070 n0.7000 182.00 182.00260.00TUBO P$C *6' C;50273010009 n6.0000 84.00 84.0014.00TUBO P$C %AP *110--0274010096 L

31.0000 2,480.00 2,480.0080.00$AL$ULA !E AIRE %IPLE EFECTO UNIRAINAR$ 1' ; +0277040024 n

77.0000 2,156.00 2 156.0028.00$AL$ULA !E ACOPLE RAPI!O !E 3&4'0277510001 n2.0000 200.00 200.00100.00$AL$ULA E%FERICA !E P$C %AP 3'0278020002 n

19.0000 760.00 760.0040.00$AL$ULA E%FERICA !E BRONCE !E 1'0278020032 n10.0000 900.00 900.0090.00$AL$ULA E%FERICA !E BRONCE !E 1.5'0278020033 n

6.0000 120.00 120.0020.00$AL$ULA E%FERICA !E BRONCE 3&4'0278020034 n2.0000 1,900.00 1 900.00950.00$AL$ULA E%FERICA !E *6'0278600010 n

20.0000 9,600.00 9,600.00480.00$AL$ULA COPUERTA !E FF *4'0278600011 n77.0000 2,310.00 2 310.0030.00$AL$ULA !PE BOLA !E * 1 '0280010027 n

8.0000 160.00 160.0020.00Ll=> B @n> * 1'0280010028 n8.0000 288.00 288.0036.00COLLARIN !E !ERI$ACION !E 110-- 1'0280020001 n

20.0000 520.00 520.0026.00COLLARIN !E !ERI$ACION !E 63 -- 1'0280020003 n27.0000 378.00 378.0014.00TEE P$C %AP !E 50 C&R A 1'0280020004 n

3.0000 66.00 66.0022.00COLLARIN !E !ERI$ACION !E 90 -- 1'0280020005 n37.0000 666.00 666.0018.00TEE P$C %AP !E 32 C&R A 1'0280020022 n11.0000 33.00 33.003.00TEE P$C %AP !E 25 C&R A 3&4'0280020024 n2.0000 90.00 90.0045.00COLLARIN !E !ERI$ACION !E 160-- 1'0280020043

1Página :S10

Precios y cantidades de recursos requeridos por tipo

Obra CONSTRUCCION DE RESERVORIO E INSTAACION DE SISTE!A DE RIE"O PRESURI#ADO

EN A CO!UNIDAD DE PACO$A!$A DIST. OCROS % PROV. &UA!AN"A

'(')''1

Subpresupues! ''1 CONSTRUCCION DE RESERVORIO E INSTAACION DE SISTE!A DE RIE"O PRESURI#ADO

Fecha *(/'+/*'1'

A,ACUC&O % &UA!AN"A % OCROSLugar '('1'-

Cdio CantidadUnidadRecurso Parcia0 S/. Presupuestado

*+/'+/*'1' 12112)'

n



Pr

35.0000 3,500.00 3 500.00100.00TAPA ETALICA !E 0.50 0.50 0280030001 n1.0000 120.00 120.00120.00COPUERTA ETALICA !E 0.40 0.60 >*

1&4'

0280030012 n

5.0000 750.00 750.00150.00COPUERTA ETALICA TIPO TAR/ETA 0.30

.70-, >*1&4'

0280030026 n

8.0000 160.00 160.0020.00C@@ !PE 32 -- : 1'0280040008 n1.0000 26.00 26.0026.00TEE P$C %AP 75 -- 75 --0280040015 n2.0000 40.00 40.0020.00A!APTA!OR !E P$C %AP C;10 !E 3'0280040023 n2.0000 108.00 108.0054.00TEE P$C %AP 90 -- 90 --0280040080 n3.0000 210.00 210.0070.00CANA%TILLA !E P$C %AP !E 6'0280040106 n

19.0000 81.70 81.704.30A!APTA!OR P$C %AP ! * 1'0280040152 n240.0000 600.00 600.002.50ANGUERA !E PE 32 -- C ; 40280040159 -

6.0000 360.00 360.0060.00CANA%TILLA !E P$C %AP !E 150 A 1100280040164 n10.0000 60.00 60.006.00A!APTA!OR P$C %AP ! * 1.5'0280040172 n

6.0000 21.00 21.003.50A!APTA!OR P$C %AP ! *3&4'0280040173 n31.0000 310.00 310.0010.00UNION !PE !E 1' R0280040181 n27.0000 297.00 297.0011.00NIPLE !E P$C %AP !E 1' 30 -0280040182 n

1.0000 60.00 60.0060.00RE!UCCION P$C %AP !E 160 ; 110 -- C;7.50280040183 n3.0000 60.00 60.0020.00RE!UCCION P$C %AP !E 90 ; 75 -- C;7.50280040190 n

1.0000 18.00 18.0018.00RE!UCCION P$C %AP !E 90 ; 63 -- C;7.50280040191 n2.0000 32.00 32.0016.00RE!UCCION P$C %AP !E 75 ; 63 -- C;7.50280040193 n4.0000 60.00 60.0015.00RE!UCCION P$C %AP !E 75 ; 48 -- C;7.50280040194 n4.0000 48.00 48.0012.00RE!UCCION P$C %AP !E 63 ; 48 -- C;7.50280040195 n6.0000 54.00 54.009.00RE!UCCION P$C %AP !E 63 ; 33 -- C;7.50280040196 n4.0000 32.00 32.008.00RE!UCCION P$C %AP !E 48 ; 33 -- C;7.50280040197 n4.0000 80.00 80.0020.00TEE !PE !E 32 -- 1'0280040198 n3.0000 120.00 120.0040.00RE!UCCION !E P$C %AP !E 150 A 110 --0280040199 n4.0000 3,200.00 3,200.00800.00FILTRO !E ALLA * 3' !E 120 E%0280040200 n

16.0000 800.00 800.0050.00CO!O P$C %AP !E *3' : 90 ENTRA!A )

%ALI!A

0280040201 n

8.0000 240.00 240.0030.00A!APTA!OR P$C %AP * 3' CON RO%CA0280040202 n4.0000 48.00 48.0012.00CO!O P$C %AP !E 2' : 90 P&LIPIA0280040203 n

11.0000 110.00 110.0010.00NIPLE !E P$C %AP !E 3&4' 0.30-0280040204 n11.0000 55.00 55.005.00UNION CAPANA !PE !E 1' ; 3&4' R0280040205 n2.0000 16.00 16.008.00RE!UCCION P$C %AP !E 48 ; 23 -- C;7.50280040206 n2.0000 20.00 20.0010.00RE!UCCION P$C %AP !E 33 ; 23 -- C;7.50280040207 n2.0000 320.00 320.00160.00TEE P$C %AP 152 -- 152 --0280040208 n2.0000 160.00 160.0080.00TEE P$C %AP 104 -- 104 --0280040209 n1.0000 56.00 56.0056.00TEE P$C %AP 83-- 58 --0280040210 n3.0000 162.00 162.0054.00TEE P$C %AP 83-- 44 --0280040211 n4.0000 180.00 180.0045.00TEE P$C %AP 83-- 29 --0280040212 n1.0000 20.00 20.0020.00TEE P$C %AP 58 -- 58 --0280040214 n2.0000 130.00 130.0065.00TEE P$C %AP 104 -- 29 --0280040215 n2.0000 120.00 120.0060.00TEE P$C %AP 104 -- 44--0280040216 n3.0000 75.00 75.0025.00TEE P$C %AP 58 -- 44--0280040217 n2.0000 36.00 36.0018.00TEE P$C %AP 58 -- 29 --0280040218 n1.0000 20.00 20.0020.00TEE P$C %AP 44 -- 44--0280040219 n1.0000 20.00 20.0020.00TEE P$C %AP 44 -- 29--0280040220 n6.0000 270.00 270.0045.00CO!O P$C %AP !E 110-- : 45 C;50280040222 n8.0000 1,440.00 1,440.00180.00A%PER%OR IBI% *1' %ECTORIAL !E

ALUINIO CON /UEGO !E BOUILLA%

0280050007 n

1.5030 142.50 140.2895.00PEGAENTO PARA TUBERIA P$C OATE)0280060011 gln148.7400 34,953.90 34,954.64235.00TUBERIA P$C %AP * 6' C; 5 CON ANILLLO%0280060062 n145.7250 23,315.20 23 316.00160.00TUBERIA P$C %AP * 4' C; 7.5 CON ANILLLO%0280060064 n

117.5850 12,933.80 12,934.35110.00TUBERIA P$C %AP * 3' C; 7.5 CON ANILLLO%0280060065 n 9.0450 1,265.60 1 266.30140.00TUBERIA P$C %AP * 3' C; 10 CON ANILLLO%0280060066 n56.2800 4,502.40 4,502.4080.00TUBERIA P$C %AP * 2 1&2' C; 7.5 CON

ANILLLO%

0280060068 n

30.1500 2,110.50 2,110.5070.00TUBERIA P$C %AP * 2' C; 10 CON ANILLLO%0280060069 n215.0700 10,753.50 10 753.5050.00TUBERIA P$C %AP * 2' C; 7.5 CON ANILLLO%0280060070 n19.0950 763.60 763.8040.00TUBERIA P$C %AP * 1 1&2' C; 100280060071 n

308.5350 10,798.90 10 800.2635.00TUBERIA P$C %AP * 1 1&2' C; 7.50280060072 n679.3800 13,587.60 13,587.6020.00TUBERIA P$C %AP * 3&4' C; 100280060073 n

2.0000 23.34 23.3411.67TUBERIA !E %ALI!A P&LIPIA *2' C;50280060074 L6.0000 259.80 259.8043.30TUBERIA P$C %AP !E INGRE%O * 6'0280060075 L3.0000 42.00 42.0014.00TUBERIA !E %ALI!A P$C %AP * 4'0280060083 n

12.0000 480.00 480.0040.00TUBERIA P$C %AP !E INGRE%O * 1100280060086 n6.0000 109.98 109.9818.33TUBERIA P$C %AP !E %ALI!A !E 110 --0280060087 L8.0000 400.00 400.0050.00TRIPO!E !E ETAL *1 :1-l0280070003 n

380,831.54380,720.01

1Página :S10




'(')''1


Fecha *(/'+/*'1'



*+/'+/*'1' 12112)'



Pr

E"#IPOS

12,854.76 12 854.76ERRAIENTA% ANUALE%0337010001 O

55.7252 835.95 835.6815.00E(CLA!ORA !E CONCRETO !E 9 ;11P30348010011 h-10.5456 158.25 158.2315.00E(CLA!ORA CONCRETO TABOR 18P 11P30349100007 h-85.7243 1,285.80 1 285.8015.00E(CLA!ORA CONCRETO TROPO 8 P 9 P30349100011 h-96.0000 960.00 960.0010.00TEO!OLITO0349190001 h-

243.6748 1,522.94 1 559.896.25NI$EL0349190003 E147.6748 922.94 959.896.25TEO!OLITO0349880003 h-

1.0000 2,500.00 2,500.002,500.00CAPACITACION ) A%I%TENCIA EN EL

ANE/O !E CULTI$O%

0349880021 GLB

1.0000 2,500.00 2,500.002,500.00CAPACITACION ) A%I%TENCIA EN EL

ANE/O !EL AGUA

0349880022 GLB

1.0000 8,000.00 8 000.008,000.00ITIGACION ABIENTAL0349880023 GLB1.0000 2,500.00 2,500.002,500.00CAPACITACION EN OPERACION )

ANTENIIENTO

0349880024 GLB

34,114.2534,040.64

La columna parcial es el producto del precio por la cantidad requerida; y en la última columna se muestra el Monto Real que se está uti lizando

Total%&.

%&.

693, 475.90 693, 654.59

693,654.59

1Página :S10




'(')''1


Fecha *(/'+/*'1'



*+/'+/*'1' 12112)'