Ppto Base y ACU Fabric-Rev.2-GO

IMECONS.A. DPTO. TECNICO

Insumos/GPG 1/23 04/22/2023

PRECIOS DE INSUMOS EN NUEVOS SOLES:Lugar : LIMA

M Fecha : 20-Dec-08EQ CODE DESCRIPCION UNIT Costo (S/.) Costo Costo CANT. COSTOOP DIA US$/HR US$/HR UN US$

MANO DE OBRA DIRECTA0 OP0 Dólar UND 3.05 1.00 3.05 0.00 0.001 OP1 Capataz HH 129.99 5.33 5.33 725.92 3,869.152 OP2 Operario HH 104.84 2.53 2.53 7,259.19 18,365.763 OP3 Oficial civil HH 93.81 3.84 3.84 0.00 0.004 OP4 Peon HH 84.74 3.47 3.47 0.00 0.005 OP5 Oficial Mec. HH 61.80 2.53 2.53 0.00 0.006 OP6 Soldador 2G Estructuras HH 117.35 3.93 3.93 0.00 0.007 OP7 Calderero HH 95.89 3.93 3.93 6,889.83 27,077.058 OP8 Ayudante mecánico HH 44.76 1.83 1.83 14,518.39 26,568.659 OP9 Electricista HH 70.77 3.23 3.23 0.00 0.00

10 OP10 Ayudante electricista HH 59.87 2.74 2.74 0.00 0.0011 OP11 Topografo HH 76.49 2.88 2.88 0.00 0.0012 OP12 Maniobrista HH 70.32 2.88 2.88 0.00 0.0013 OP13 Supervisor A 60 Hr/Semana HH 130.97 5.37 5.37 0.00 0.0014 OP14 Supervisor B 60 Hr/Semana HH 117.35 4.81 4.81 0.00 0.0015 OP15 Operador Grua 60 Hr/Semana HH 103.73 3.93 3.93 0.00 0.0016 OP16 Soldador 6G 60 Hr/Semana HH 240.79 9.87 9.87 16,248.80 160,375.6317 OP17 Soldador 4G 60 Hr/Semana HH 138.51 5.68 5.68 0.00 0.0018 OP18 Operador Hiab / Pato 60 Hr/Semana HH 65.32 2.53 2.53 1,814.80 4,591.4419 OP19 Calderero 60 Hr/Semana HH 95.55 3.93 3.93 0.00 0.0020 OP20 Tubero 60 Hr/Semana HH 95.55 3.93 3.93 0.00 0.0021 OP21 Armador 60 Hr/Semana HH 76.49 3.93 3.93 0.00 0.0022 OP22 Electricista A 60 Hr/Semana HH 78.85 3.23 3.23 0.00 0.0023 OP23 Electricista B 60 Hr/Semana HH 76.49 3.23 3.23 0.00 0.0024 OP24 Pintor 60 Hr/Semana HH 66.92 2.74 2.74 4,204.78 11,521.1025 OP25 Oxigenista 60 Hr/Semana HH 65.32 2.53 2.53 0.00 0.0026 OP26 Arenador 60 Hr/Semana HH 65.32 2.53 2.53 0.00 0.0027 OP27 Almacenero 60 Hr/Semana HH 65.32 2.53 2.53 0.00 0.0028 OP28 Of. Soldador 60 Hr/Semana HH 62.87 2.53 2.53 0.00 0.0029 OP29 Of. Calderero 60 Hr/Semana HH 62.87 2.53 2.53 0.00 0.0030 OP30 Of. Tubero 60 Hr/Semana HH 62.87 2.53 2.53 0.00 0.0031 OP31 Ayudante 60 Hr/Semana HH 59.87 1.83 1.83 0.00 0.0032 OP32 Soldador TIG 60 Hr/Semana HH 300.00 12.30 12.30 115.36 1,418.97

1000 OP1000 EPP+HSE 60 Hr/Semana %MO 0.05 0.00 0.00

253,787.74

AD CODE MANO DE OBRA SUPERVISION 11 AD1 Ingeniero Residente MES 5,000.00 1,639.34 8.20 8.20 0.00 0.002 AD2 Administrador MES 1,800.00 590.16 2.95 2.95 0.00 0.003 AD3 Planillero MES 1,200.00 393.44 1.97 1.97 0.00 0.004 AD4 Secretaria MES 450.00 147.54 0.74 0.74 0.00 0.005 AD5 Guardián MES 1,000.00 327.87 1.64 1.64 0.00 0.006 AD6 Chofer MES 1,200.00 393.44 1.97 1.97 0.00 0.007 AD7 Diseñador MES 4,875.00 1,598.36 7.99 7.99 0.00 0.008 AD8 Revisor MES 4,875.00 1,598.36 7.99 7.99 0.00 0.009 AD9 Proyectista MES 3,250.00 1,065.57 5.33 5.33 0.00 0.00

0.00

EQ EQUIPOS0 EQ0 Herramientas varias %MO DIA 0.03 253,805.49 7,614.161 EQ1 Volquete 15 m3 HM 2,928.00 120.00 120.00 0.00 0.002 EQ2 Volquete 10 m3 HM 2,128.00 87.21 87.21 0.00 0.003 EQ3 Volquete 4 m3 HM 1,152.00 47.21 47.21 0.00 0.004 EQ4 Camión cisterna 3000 GLN HM 1,360.00 55.74 55.74 0.00 0.005 EQ5 Camión cisterna 2000 GLN HM 1,040.00 42.62 42.62 0.00 0.006 EQ6 Camión Plataforma de 20 ton HM 960.00 39.34 39.34 0.00 0.007 EQ7 Cargador frontal 4YD3 - 200HP - 6 Ton HM 366.00 15.00 15.00 0.00 0.008 EQ8 Cargador frontal 2.5YD3 /100-125HP - 4 Ton HM 1,040.00 42.62 42.62 0.00 0.009 EQ9 Compresora de 250 pcm HM 572.00 23.44 23.44 0.00 0.00

10 EQ10 Camión Hiab 6 Ton. HM 566.04 23.20 23.20 0.00 0.0011 EQ11 Grúa 10 ton HM 560.00 22.95 22.95 0.00 0.0012 EQ12 Grúa 15 ton HM 1,424.00 58.36 58.36 0.00 0.0013 EQ13 Grúa 35 ton (c/Op y Comb) HM 1,064.87 43.64 43.64 0.00 0.00

13.1 EQ13.1 Grúa 65 ton HM 3,136.00 128.52 128.52 0.00 0.0014 EQ14 Rodillo vibratorio HM 927.20 38.00 38.00 0.00 0.0015 EQ15 Mezcladora 11P3 HM 150.00 6.15 6.15 0.00 0.0016 EQ16 Vibradora (Gasolina) HM 110.00 4.51 4.51 0.00 0.0017 EQ17 Plancha vibratoria 4HP HM 120.00 4.92 4.92 0.00 0.0018 EQ18 Winche 2 valdes HM 130.00 5.33 5.33 0.00 0.0019 EQ19 Martillo eléctrico HM 90.00 3.69 3.69 0.00 0.0020 EQ20 Martillo neumático 24 kg HM 60.96 2.50 2.50 0.00 0.0021 EQ21 Martillo neumático 29 kg HM 64.80 2.66 2.66 0.00 0.0022 EQ22 Soldadora eléctrica 300 A HM 26.11 1.07 1.07 0.00 0.0023 EQ23 Soldadora eléctrica 400 A HM 36.60 1.50 1.50 7,259.19 10,888.7924 EQ24 Motosoldadora 225 A HM 52.00 2.13 2.13 0.00 0.0025 EQ25 Motobomba 4" HM 84.75 3.47 3.47 0.00 0.0026 EQ26 Motoniveladora 125hp HM 960.00 39.34 39.34 0.00 0.0027 EQ27 Bomba de aire comprimido HM 72.00 2.95 2.95 0.00 0.0028 EQ28 Equipo oxi-corte HM 14.64 0.60 0.60 14,518.39 8,711.0329 EQ29 Tirford 3 ton HM 23.67 0.97 0.97 0.00 0.0030 EQ30 Cortadora de concreto HM 320.00 13.11 13.11 0.00 0.0031 EQ31 Esmeril manual Ø7" HM 12.20 0.50 0.50 14,518.39 7,259.1932 EQ32 Sierra circular HM 51.20 2.10 2.10 0.00 0.0033 EQ33 Grupo electrógeno 20kw - 38HP HM 90.08 3.69 3.69 0.00 0.0034 EQ34 Escalera, Poleas, Soga, etc. HM 4.88 0.20 0.20 0.00 0.0035 EQ35 Andamio metálico (tres cuerpos) HM 4.39 0.18 0.18 0.00 0.0036 EQ36 Boogui HM 0.60 0.02 0.02 0.00 0.0037 EQ37 Lampa, Pico, Batea HM 0.60 0.02 0.02 0.00 0.0038 EQ38 Lata concretera HM 0.60 0.02 0.02 0.00 0.0039 EQ39 Wincha 25m HM 5.00 0.20 0.20 0.00 0.0040 EQ40 Teodolito HM 68.56 2.81 2.81 0.00 0.0041 EQ41 Encofrado especial HM 1.04 0.04 0.04 0.00 0.0042 EQ42 Camión de 10 ton HM 480.00 19.67 19.67 0.00 0.0043 EQ43 Retroexcavador s/llantas 1 yd3 HM 960.00 39.34 39.34 0.00 0.0044 EQ44 Tractor s/ Orugas 140/160 HP HM 1,120.00 45.90 45.90 0.00 0.0045 EQ45 Cargador s/ Llantas 100-125 HP HM 960.00 39.34 39.34 0.00 0.0046 EQ46 Equipo de Pintar Eléctrico HM 47.34 1.94 1.94 3,629.60 7,041.4247 EQ47 Equipo de Granallado HM 158.60 6.50 6.50 0.00 0.0048 EQ48 Cámara de vacío HM 34.16 1.40 1.40 0.00 0.0049 EQ49 Roladora mecánica 1.5m HM 84.91 3.48 3.48 0.00 0.0050 EQ50 Grúa 20 ton - Telescopica HM 1,122.40 46.00 46.00 0.00 0.0051 EQ51 Grúa 30 ton - Telescopica HM 1,586.00 65.00 65.00 0.00 0.0052 EQ52 Grúa 50 ton - Todo Terreno HM 2,208.20 90.50 90.50 0.00 0.0053 EQ53 Grúa 90 ton HM 3,260.00 133.61 133.61 0.00 0.00 #REF!54 EQ54 Grúa 140 ton - Celosa HM 6,100.00 250.00 250.00 0.00 0.0055 EQ55 Camión Plataforma de 30 ton HM 915.00 37.50 37.50 0.00 0.0056 EQ56 Camión Cama Baja 30 ton HM 915.00 37.50 37.50 0.00 0.0057 EQ57 Montacarga 4Ton (IMECON) HM 244.00 10.00 10.00 362.96 3,629.6058 EQ58 Soldadora de Termofusión HM 1,464.00 60.00 60.00 0.00 0.0059 EQ59 Andamio metálico (castillo) HM 17.08 0.70 0.70 0.00 0.0060 EQ60 Grúa 66 ton HM 2,895.60 118.67 118.67 0.00 0.00 #REF!61 EQ61 Camión Plataforma de 30 ton HM 1,631.14 66.85 66.85 0.00 0.0062 EQ62 Atornilladoras HM 12.20 0.50 0.50 0.00 0.0063 EQ63 Caladora HM 8.54 0.35 0.35 0.00 0.0064 EQ64 Compresora de 250 pcm (propio) HM 156.00 6.39 6.39 3,629.60 23,205.6265 EQ65 Andamio metálico (coberturas) HM 1,906.25 78.13 78.13 0.00 0.0066 EQ66 Bordeadora HM 12.20 0.50 0.50 0.00 0.0067 EQ67 Grúa Pórtico de 10 Ton HM 610.00 25.00 25.00 580.74 14,518.3968 EQ68 Plegadora HM 84.91 3.48 3.48 0.00 0.0069 EQ69 Bomba para Pruebas Hidrostáticas HM 80.00 3.28 3.28 0.00 0.0070 EQ70 Camión Hiab 12 Ton. HM 684.06 28.04 28.04 0.00 0.0071 EQ71 Laboratorio NDT HM 1,583.66 64.90 64.90 0.00 0.00 0.00 330,000.00 72 EQ72 Eq. Corte Plasma HM 36.60 1.50 1.50 0.00 0.00 0.77 73 EQ73 Soldadora TIG HM 42.70 1.75 1.75 0.00 0.00 427,849.09 74 EQ74 Soldadora Arco sumergido HM 42.70 1.75 1.75 0.00 0.00 0.17 72,734.34 75 EQ75 Roladora CNC HM 976.00 40.00 40.00 3,405.51 136,220.25 500,583.43 1,660.00 301.55628376 EQ76 Pantógrafo CNC - 04 Boquillas HM 112.24 4.60 4.60 0.00 0.0077 EQ77 Posicionadores HM 36.60 1.50 1.50 0.00 0.0078 EQ78 Torno HM 390.40 16.00 16.00 0.00 0.0079 EQ79 Fresa HM 439.20 18.00 18.00 0.00 0.0080 EQ80 Computadora HM 36.60 1.50 1.50 0.00 0.0081 EQ81 Impresora HM 29.28 1.20 1.20 0.00 0.0082 EQ82 Plotter HM 109.80 4.50 4.50 0.00 0.00


Insumos/GPG 2/23 04/22/2023



83 EQ83 Pruebas NDT (Tintes, Rx) Kg 0.21 0.07 0.07 238,372.00 16,686.0484 EQ84 Camión Hiab 8 Ton. (IMECON) HM 497.40 20.39 20.39 0.00 0.0085 EQ85 Taladro Radial HM 7.32 0.30 0.30 0.00 0.0086 EQ86 Taladro Magnético HM 36.60 1.50 1.50 0.00 0.0087 EQ87 Cepillo HM 292.80 12.00 12.00 0.00 0.00

52800 6,600.00 235,774.48

M MATERIALES0 M0 Otros consumibles menores %MO 0.05 253,805.49 12,690.271 M1 Cemento portland tipo I BOLSA 15.10 4.95 4.95 0.00 0.002 M2 Cemento tipo V BOLSA 0.00 0.00 0.00 0.003 M3 Cemento Atlas puzolánico BOLSA 0.00 0.00 0.00 0.004 M4 Aditivo plastiment BV 40 KG 7.38 2.42 2.42 0.00 0.005 M5 Arena gruesa M3 69.29 22.72 22.72 0.00 0.006 M6 Arena fina M3 69.29 22.72 22.72 0.00 0.007 M7 HORMIGON M3 50.29 16.49 16.49 0.00 0.008 M8 Piedra de /2"(Ripio fino) M3 74.29 24.36 24.36 0.00 0.009 M9 Piedra de 3/4"(Ripio corriente) M3 74.29 24.36 24.36 0.00 0.00

10 M10 Piedra de zanja M3 69.29 22.72 22.72 0.00 0.0011 M11 Tierra para jardín M3 0.00 0.00 0.00 0.0012 M12 Afirmado M3 50.29 16.49 16.49 0.00 0.0013 M13 Desmonte M3 12.00 3.93 3.93 0.00 0.0014 M14 Fierro de 1/4" Alambron KG 1.95 0.64 0.64 0.00 0.0015 M15 Fierro de 3/8" Corrugado KG 1.42 0.47 0.47 0.00 0.0016 M16 Fierro de 1/2" Corrugado KG 1.45 0.48 0.48 0.00 0.0017 M17 Fierro de 5/8" Corrugado KG 1.43 0.47 0.47 0.00 0.0018 M18 Alambre negro # 8 KG 2.45 0.80 0.80 0.00 0.0019 M19 Alambre negro # 12 KG 2.45 2.85 0.80 0.80 0.00 0.0020 M20 Alambre negro # 16 KG 2.45 0.80 0.80 0.00 0.0021 M21 Clavos KG 2.10 2.30 0.69 0.69 0.00 0.0022 M22 Fierro angular y platinas KG 2.14 0.70 0.70 0.00 0.0023 M23 Rieles de acero 85 lb/yda (42.3 kg/m) ML 205.20 67.28 67.28 0.00 0.0024 M24 Madera tornillo P2 2.40 2.70 0.79 0.79 0.00 0.0025 M25 Madera pino insigne P2 3.80 4.00 1.25 1.25 0.00 0.0026 M26 Madera Triplay 4'x8'x4mm PZA 22.00 22.00 7.21 7.21 0.00 0.0027 M27 Agua M3 9.10 2.98 2.98 0.00 0.0028 M28 Alquitran GL 10.00 3.28 3.28 0.00 0.0029 M29 Curador membranil GLN 6.05 1.98 1.98 0.00 0.0030 M30 Sika # 1 en polvo KG 9.53 3.12 3.12 0.00 0.0031 M31 Sika # 1 liquida GL 36.05 11.82 11.82 0.00 0.0032 M32 Sikadur 32 KG 80.12 121.00 26.27 26.27 0.00 0.0033 M33 Isofloc bolsa de 4 Kg.(3mk2 en e=3cm) UN 0.00 0.00 0.00 0.0034 M34 Duramat JE3 GLN 0.00 0.00 0.00 0.0035 M35 Asfalto Industrial (Alquitran) GLN 19.04 6.24 6.24 0.00 0.0036 M36 LADRILLO K.K. MAQUINA UND 0.00 0.00 0.00 0.0037 M37 Ladrillo K.K. A mano UND 0.00 0.00 0.00 0.0038 M38 Ladrillo Ikaro 9x12x24 UND 0.00 0.00 0.00 0.0039 M39 Ladrillo Ikaro 14x12x24 UND 0.00 0.00 0.00 0.0040 M40 Ladrillo portante 14x12x24 UND 0.00 0.00 0.00 0.0041 M41 Ladrillo corriente 6x12x24 UND 0.00 0.00 0.00 0.0042 M42 Ladrillo pandereta UND 0.00 0.00 0.00 0.0043 M43 Ladrillo pastelero a mano UND 0.00 0.00 0.00 0.0044 M44 Ladrillo pastelero a maquina UND 0.00 0.00 0.00 0.0045 M45 Ladrillo hueco 15X30X30 UND 0.00 0.00 0.00 0.0046 M46 Ladrillo hueco 20X30X30 UND 0.00 0.00 0.00 0.0047 M47 Ladrillo hueco 25X30X30 UND 0.00 0.00 0.00 0.0048 M48 Teja de 5x32 UND 0.00 0.00 0.00 0.0049 M49 Parvadomus 20x20x40 UND 0.00 0.00 0.00 0.00 0.0050 M50 Parvadomus 10x UND 0.00 0.00 0.00 0.00 0.0051 M51 Veneciana 30x30 Blanca M2 0.00 0.00 0.00 0.0052 M52 Veneciana 30x30 Rústica o gris M2 0.00 0.00 0.00 0.0053 M53 Veneciana gris 40x40 M2 0.00 0.00 0.00 0.0054 M54 Contrazocalo veneciano ML 0.00 0.00 0.00 0.0055 M55 Fragua para loceta KG 0.00 0.00 0.00 0.0056 M56 Plancha de marmol 15x30 M2 0.00 0.00 0.00 0.0057 M57 Mayólica blanca de 15x15 M2 0.00 0.00 0.00 0.0058 M58 Mayólica celeste piscina M3 0.00 0.00 0.00 0.0059 M59 Mayólica decorada de 15x15 M2 0.00 0.00 0.00 0.0060 M60 Piso celima 20x20 M2 0.00 0.00 0.00 0.0061 M61 Piso celima 33x33 M2 0.00 0.00 0.00 0.0062 M62 Piso celima piedra 33x33 M2 0.00 0.00 0.00 0.0063 M63 Celima tipo praga M2 0.00 0.00 0.00 0.0064 M64 Listelo praga ML 0.00 0.00 0.00 0.0065 M65 Piso porcelanato malaga mate M2 0.00 0.00 0.00 0.0066 M66 Piso porcelanato malaga brillante M2 0.00 0.00 0.00 0.0067 M67 Porcelana KG 0.00 0.00 0.00 0.0068 M68 Piso kar 6x24 M2 0.00 0.00 0.00 0.0069 M69 Piso gris de 10x10 M2 0.00 0.00 0.00 0.00 0.0070 M70 Vinílico M2 0.00 0.00 0.00 0.0071 M71 Pegamento para vinílico GL 0.00 0.00 0.00 0.0072 M72 Laja Arequipeña M2 0.00 0.00 0.00 0.0073 M73 Adoqun de pioedra 18x30x12 M2 0.00 0.00 0.00 0.0074 M74 Adoqun La casa 18x30x12 M2 0.00 0.00 0.00 0.0075 M75 Adoqun La casa 10.5x21x6 M2 0.00 0.00 0.00 0.0076 M76 Yeso BLS 7.00 2.30 2.30 0.00 0.0077 M77 Ocre rojo KG 11.41 3.74 3.74 0.00 0.0078 M78 Calamina .84x1.80 G-26 UND 16.80 5.51 5.51 0.00 0.0079 M79 Clavo calamina KG 0.00 0.00 0.00 0.0080 M80 Machihembrado p2 0.00 0.00 0.00 0.0081 M81 Mortero f'c=128 kg/cm2 m3 183.00 60.00 60.00 0.00 0.0082 M82 Cocreto premezclado f'c=145 kg/cm2 m3 189.10 300.00 62.00 62.00 0.00 0.0083 M83 Cocreto premezclado f'c=175 kg/cm2 m3 195.20 64.00 64.00 0.00 0.0084 M84 Cocreto premezclado f'c=210 kg/cm2 m3 207.40 68.00 68.00 0.00 0.0085 M85 Mortero f'c=280 kg/cm2 m3 257.72 410.00 84.50 84.50 0.00 0.0086 M86 Cocreto premezclado f'c=175 kg/cm2 (tipo V) m3 0.00 0.00 0.00 0.0087 M87 Cocreto premezclado f'c=210 kg/cm2 (tipo V) m3 0.00 0.00 0.00 0.0088 M88 Bomba para concreto m3 36.60 12.00 12.00 0.00 0.0089 M89 Fibrablock 50x200x2" - 19.5Kg UND 24.57 8.06 8.06 0.00 0.0090 M90 Fibrablocck 60x240x2" - 28 kg UND 29.25 9.59 9.59 0.00 0.0091 M91 Fibracemento 50x200x1" - 11.5 Kg UND 19.89 6.52 6.52 0.00 0.0092 M92 Poliblock 2"x0.60x2.40m - 15 Kg UND 32.76 10.74 10.74 0.00 0.0093 M93 Poliblock 3"x0.60x2.40m - 15.5 Kg UND 38.61 12.66 12.66 0.00 0.0094 M94 Poliblock 2"x1.20x2.40 m UND 65.52 21.48 21.48 0.00 0.0095 M95 Tecnppor de 1/2"x1.20x2.40m UND 9.50 3.11 3.11 0.00 0.0096 M96 Tecnppor de 3/4"x1.20x2.40m UND 21.74 7.13 7.13 0.00 0.0097 M97 Canalon de 7 m UND 0.00 0.00 0.00 0.0098 M98 Block de vidrio 19x19x9 UND 0.00 0.00 0.00 0.0099 M99 Pintura Epoxica (Zinc Primer 3mils) GLN 265.35 87.00 87.00 554.93 48,279.18

100 M100 Pintura Epoxica (Acabado) GLN 99.13 32.50 32.50 0.00 0.00101 M101 Casquetes de tubo UND 8.00 2.62 2.62 0.00 0.00102 M102 Vidrio semi-doble incoloro4mm P2 1.25 0.41 0.41 0.00 0.00103 M103 Cable de acero 3/4" ML 8.60 2.82 2.82 0.00 0.00104 M104 Soldadura SAW 0.015132 KG 51.61 16.92 16.92 17873.33 0.00 0.00 -17,873.33105 M105 Esteras 2 x 3 m UN 12.00 3.93 3.93 0.00 0.00106 M106 Palos eucalipto 2" ML 1.50 0.49 0.49 0.00 0.00107 M107 Palos eucalipto poste de 2.30m PZA 3.50 1.15 1.15 0.00 0.00108 M108 Cerradura de sobreponer YALE 3G PZA 83.48 27.37 27.37 0.00 0.00109 M109 Oxigeno S/. 40 Bot de 10m3 M3 4.40 1.44 1.44 1,422.62 2,052.30110 M110 Acetileno S/. 140 Bot de 7Kg KG 22.00 7.21 7.21 1,991.67 14,366.11111 M111 Estrobos KG 4.80 1.57 1.57 0.00 0.00112 M112 Wincha UN 14.30 4.69 4.69 0.00 0.00113 M113 Cordel ml 0.09 0.03 0.03 0.00 0.00114 M114 Cal KG 0.40 0.13 0.13 0.00 0.00115 M115 Madera para encofrado pie2 0.43 0.14 0.14 0.00 0.00116 M116 Arena Roja m3 5.14 1.69 1.69 0.00 0.00117 M117 Acero m3 0.48 0.16 0.16 0.00 0.00118 M118 Disco Esmeril 7" un 10.67 3.50 3.50 474.21 1,659.72119 M119 Sikaflex 310 cc Cartucho 16.25 5.33 5.33 0.00 0.00120 M120 Cobertura Precor TR4x0.5mm PP, con acc. m2 43.23 14.17 14.17 0.00 0.00121 M121 Cobertura Traslucida TR4x1.0mm, Solar con m2 66.63 21.84 21.84 0.00 0.00122 M122 Lana Vidrio 3.1/2", con barrera vapor y acc. m2 17.88 5.86 5.86 0.00 0.00123 M123 Pegamento CPVC Gln 280.00 91.80 91.80 0.00 0.00124 M124 Canaletas 0.5mm, con acc. m 28.87 9.47 9.47 0.00 0.00125 M125 Cumbreras 0.5mm, con acc. m 23.45 7.69 7.69 0.00 0.00126 M126 Sikaflex 221 Ro=9m/cartucho Cartucho 26.25 8.61 8.61 0.00 0.00


Insumos/GPG 3/23 04/22/2023



127 M127 Remates 400 x 0.5mm, PP1C, con acc. m 15.67 5.14 5.14 0.00 0.00128 M128 Remates 300 x 0.5mm, PP1C, con acc. m 11.75 3.85 3.85 0.00 0.00129 M129 Canaletas 900 x 0.8mm, PP1C, con acc. m 35.25 11.56 11.56 0.00 0.00130 M130 Soldadura Inox KG 85.40 28.00 28.00 25.38 710.64131 M131 Argon S/. 250 Bot de 10m3 m3 27.50 9.02 9.02 10.15 91.53132 M132 Disco Esmeril 7" Inox un 35.75 11.72 11.72 2.54 29.75133 M133 Placas Radiográficas un 25.92 8.50 8.50 0.00 0.00134 M134 Tintes Penetrantes m 1.53 0.50 0.50 0.00 0.00135 M135 Vacio m2 7.63 2.50 2.50 0.00 0.00136 M136 Prueba Hidrostática kg 0.00 0.00 0.00 0.00 0.00137 M137 Grout m3 21,327.13 6,992.50 6,992.50 0.00 0.00138 M138 Material de acero al Carbono A36 Kg 4.71 1.54 1.54 0.00 0.00139 M139 Lana Mineral m3 22.88 7.50 7.50 0.00 0.00140 M140 Precalentamiento kg 0.32 0.10 0.10 0.00 0.00141 M141 Ultrasonido m 6.71 2.20 2.20 0.00 0.00142 M142 Particulas Magneticas m 11.05 3.62 3.62 0.00 0.00143 M143 Prueba a Probetas un 869.25 285.00 285.00 0.00 0.00144 M144 Pintura Epoxica (Primer-Interior) GLN 243.75 79.92 79.92 0.00 0.00145 M145 Pintura Epoxica Coal Tar (Acabado-Interior) GLN 63.38 20.78 20.78 0.00 0.00146 M146 Papel Bond Rollo 91.50 30.00 30.00 0.00 0.00147 M147 Tintas Impresora un 137.25 45.00 45.00 0.00 0.00148 M148 Tintas Plotter un 228.75 75.00 75.00 0.00 0.00149 M149 Precalentamiento Manual kg 0.12 0.04 0.04 0.00 0.00150 M150 Particulas Magneticas m 7.93 2.60 2.60 0.00 0.00151 M151 Soldadura E60XX / E70XX KG 10.37 3.40 3.40 4,565.19 15,517.07152 M152 Perfiles Angulares Kg 5.49 1.80 1.80 0.00 0.00153 M153 Material Estructuras Medianas ASTM A36 Kg 4.27 1.40 1.40 0.00 0.00154 M154 Material Estructuras Pesadas ASTM A36, La Kg 5.51 1.81 1.81 0.00 0.00155 M155 Rejilla 1.1/4" x 3/16", ASTM A36, a medida Kg 8.98 2.94 2.94 0.00 0.00156 M156 Tubos y Perfiles para Barandas, ASTM A53/ Kg 5.67 1.86 1.86 0.00 0.00157 M157 Rejilla 1.1/4", FRP M2 762.50 250.00 250.00 0.00 0.00158 M158 Sujetador Grating X-FCM HILTI o similar un 5.49 1.80 1.80 0.00 0.00159 M159 Material Estructuras Livianas ASTM A36 Kg 5.57 1.83 1.83 0.00 0.00160 M160 Material Estructuras Medianas ASTM A36 Kg 3.46 1.13 1.13 0.00 0.00161 M161 Material Estructuras Pesadas ASTM A36 Kg 5.06 1.66 1.66 0.00 0.00162 M162 Correar tipo PRECOR Kg 5.12 1.68 1.68 0.00 0.00163 M163 Perfil de Rodadura, Material RSt52.3 Kg 7.63 2.50 2.50 0.00 0.00164 M164 Rieles ASCE x 60 Lb/Yd, c/Joint Bars Kg 9.76 3.20 3.20 0.00 0.00165 M165 Clips y Pernos para Riel Un 15.25 5.00 5.00 0.00 0.00166 M166 Pernos para Riel Un 9.15 3.00 3.00 0.00 0.00167 M167 Cerco de Malla Tejida Galv 2"x2", 12AWG Un 5.79 1.90 1.90 0.00 0.00168 M168 Adhesive anchor bolt CS, Ø3/4"x4", Hilti Un 22.88 7.50 7.50 0.00 0.00169 M169 Adhesive anchor bolt CS, Ø5/8"x4", Hilti Un 19.83 6.50 6.50 0.00 0.00170 M170 Adhesive anchor bolt CS, Ø3/4"x4", Hilti Un 22.88 7.50 7.50 0.00 0.00171 M171 Adhesive anchor bolt SS304, Ø3/4"x4", Hilti Un 47.28 15.50 15.50 0.00 0.00172 M172 Plancha de acero al carbono A36 Kg 4.71 1.54 1.54 0.00 0.00173 M173 Plancha de acero al carbono SS304 Kg 27.91 9.15 9.15 0.00 0.00174 M174 Pernos ASTM A325, CS Kg 10.67 3.50 3.50 4,851.35 16,979.71175 M175 Pernos ASTM A325, SS304 Kg 45.75 15.00 15.00 25.38 380.70176 M176 Plancha Estriada acero al carbono A36 Kg 5.03 1.65 1.65 0.00 0.00177 M177 Diluyente Epoxica GLN 33.70 11.05 11.05 138.73 1,533.00178 M178 Tintes Penetrantes Jgo. 152.50 50.00 50.00 0.00 0.00179 M179 Granalla Metálica Kg. 5.19 1.70 1.70 0.00 0.00180 M180 Petróleo D2 Gln 14.00 4.59 4.59 0.00 0.00181 M181 Material CS A285-C - Tower Skirt Kg. 5.92 1.94 1.94 38,898.00 75,462.12182 M182 Material CS A285-C - Tower Shell Kg. 6.33 2.07 2.07 49,539.00 102,793.42183 M183 Material CS A516-70 - Bustle Ring Kg. 6.54 2.15 2.15 18,460.00 39,596.70184 M184 Material CS A516-70 - Tower Hip Kg. 6.54 2.15 2.15 23,171.00 49,701.80185 M185 Material CS A285-C - Tower Roof Kg. 6.02 1.97 1.97 18,219.00 35,982.52186 M186 Material CS A36 - Nozzle Level Structures Kg. 4.01 1.32 1.32 21,088.00 27,730.72187 M187 Material CS A285-C - Cyclones Kg. 7.02 2.30 2.30 21,857.00 50,271.10188 M188 Material CS A36 - Cyclones Structures and M Kg. 5.09 1.67 1.67 38,617.00 64,490.39189 M189 Material SS 304L - Nozzle Ring per Level Plu Kg. 12.38 4.06 4.06 1,269.00 5,152.14190 M190 Material CS A285-C - Cone Scraper Kg. 7.90 2.59 2.59 2,205.00 5,710.95191 M191 Material CS A285-C - Shell Scraper Kg. 8.78 2.88 2.88 5,049.00 14,541.12192 M192 Barra SAE 1045 Kg. 10.67 3.50 3.50 0.00 0.00

S SERVICIOS0 S0 Otros Servicios %MO 0.05 0.00 0.001 S1 Servicio de Arenado SP5 M2 9.46 3.10 3.10 10,550.39 32,706.19

618,429.16

RESUMENMANO DE OBRA 253,787.74MANO DE OBRA SUPERVISION 0.00EQUIPOS 235,774.48MATERIALES 618,429.16

TOTAL MATERIALES 1,107,991.38

DEPRECIACION DE EQUIPOS: COSTO VIDA UTIL SERVICIO SERVICIO REPOSICION TARIFAUS$ HR/DIA HM % US$/HR

PANTOGRAFO 120,000.00 10.00 8.00 28,800.00 10% 4.17 4.60ROLA CNC 500,000.00 10.00 8.00 28,800.00 10% 17.36 19.10POSICIONADOR 20,000.00 5.00 8.00 14,400.00 10% 1.39 1.50

DETERMINACIO DEL COSTO DE RIELES NUEVOSCant. Unid. Long. Peso Unit. Long. Peso Unit. Peso Tot. Precio Unit. Precio Total

RIELES 60 lb/yd: ft lb/yd m Kg/m Kg US$/Kg US$1 Costo de Rieles 180 ea x 33.00 60.00 10.06 29.83 54,000.00 1.65 89,100.00 2 Clips de Fijación 1440 ea x 5.5 7,920.00 3 Pernos para Clips 2880 ea x 0.81 2,332.80 4 Splice bars 358 x 32.25 11,545.50

54,000.00 2.05 110,898.30

RIELES 40 lb/yd: ft lb/yd m Kg/m Kg US$/Kg US$1 Costo de Rieles 116 ea x 33.00 40.00 10.06 19.88 23,200.00 1.65 38,280.00 2 Clips de Fijación 928 ea x 5.5 5,104.00 3 Pernos para Clips 1856 ea x 0.81 1,503.36 4 Splice bars 230 x 11.5 2,645.00

23,200.00 2.05 47,532.36

RESUMEN DE PRESUPUESTO - COSTOS DIRECTOSSUPPLY AND SHOP FABRICATION OF DRYING TOWER

ROCKET PROJECT - BARQUISIMETOP&G INDUSTRIAL S.A.

ITEM DESCRIPCION UN. CANT. P.UNIT. P.PARCIALUS$/Un US$

1.0 MATERIALESM181 1.01 Material CS A285-C - Tower Skirt Kg. 38,898.00 1.94 75,462.12M182 1.02 Material CS A285-C - Tower Shell Kg. 49,539.00 2.07 102,793.42M183 1.03 Material CS A516-70 - Bustle Ring Kg. 18,460.00 2.15 39,596.70M184 1.04 Material CS A516-70 - Tower Hip Kg. 23,171.00 2.15 49,701.80M185 1.05 Material CS A285-C - Tower Roof Kg. 18,219.00 1.97 35,982.52M186 1.06 Material CS A36 - Nozzle Level Structures Kg. 21,088.00 1.32 27,730.72M187 1.07 Material CS A285-C - Cyclones Kg. 21,857.00 2.30 50,271.10M188 1.08 Material CS A36 - Cyclones Structures and Kg. 38,617.00 1.67 64,490.39M189 1.09 Material SS 304L - Nozzle Ring per Level Pl Kg. 1,269.00 4.06 5,152.14M190 1.10 Material CS A285-C - Cone Scraper Kg. 2,205.00 2.59 5,710.95M191 1.11 Material CS A285-C - Shell Scraper Kg. 5,049.00 2.88 14,541.12M174 1.12 Pernos ASTM A325, CS Kg 4,851.35 3.50 16,979.71M175 1.13 Pernos ASTM A325, SS304 Kg 25.38 15.00 380.70

243,248.73 488,793.39

2.0 MANO DE OBRAOP1 2.01 Capataz HH 725.92 5.33 3,869.15OP2 2.02 Operario HH 7,259.19 2.53 18,365.76OP7 2.03 Calderero HH 6,889.83 3.93 27,077.05OP8 2.04 Ayudante mecánico HH 14,518.39 1.83 26,568.65OP16 2.05 Soldador 6G HH 16,248.80 9.87 160,375.63OP18 2.06 Operador Hiab / Pato HH 1,814.80 2.53 4,591.44OP24 2.07 Pintor HH 4,204.78 2.74 11,521.10OP32 2.08 Soldador TIG HH 115.36 12.30 1,418.97

51,777.07 253,787.74

3.0 CONSUMIBLESM151 3.01 Soldadura E60XX / E70XX KG 4,565.19 3.40 15,517.07M130 3.02 Soldadura Inox KG 25.38 28.00 710.64M109 3.03 Oxigeno M3 1,422.62 1.44 2,052.30M110 3.04 Acetileno KG 1,991.67 7.21 14,366.11M131 3.05 Argon m3 10.15 9.02 91.53M118 3.06 Disco Esmeril 7" un 474.21 3.50 1,659.72M132 3.07 Disco Esmeril 7" Inox un 2.54 11.72 29.75M99 3.08 Pintura Epoxica (Zinc Primer 3mils) GLN 554.93 87.00 48,279.18M177 3.09 Diluyente Epoxica GLN 138.73 11.05 1,533.00M0 3.10 Otros consumibles menores %MO 253,805.49 0.05 12,690.27

96,929.584.0 EQUIPOS

EQ23 4.01 Soldadora eléctrica 400 A HM 7,259.19 1.50 10,888.79EQ28 4.02 Equipo oxi-corte HM 14,518.39 0.60 8,711.03EQ31 4.03 Esmeril manual Ø7" HM 14,518.39 0.50 7,259.19EQ46 4.04 Equipo de Pintar Eléctrico HM 3,629.60 1.94 7,041.42EQ57 4.05 Montacarga 4Ton (IMECON) HM 362.96 10.00 3,629.60EQ64 4.06 Compresora de 250 pcm (propio) HM 3,629.60 6.39 23,205.62EQ67 4.07 Grúa Pórtico de 10 Ton HM 580.74 25.00 14,518.39EQ75 4.08 Roladora CNC HM 3,405.51 40.00 136,220.25EQ0 4.09 Herramientas varias %MO 253,805.49 0.03 7,614.16

47,904.36 219,088.44

5.0 SERVICIOS Y OTROSS1 5.01 Servicio de Arenado M2 10,550.39 3.10 32,706.19EQ83 5.02 Pruebas NDT (Tintes, Rx) Kg 238,372.00 0.07 16,686.04

49,392.23

TOTAL COSTO DIRECTO US$ 1,107,991.38

PRECIO DE VENTA ESTIMADO 1.3 1,440,388.80

Las diferencias son por redondeos en el ACU

ESPECIALIDAD CATEG. EPP EPP$/HH $/DIA

OP1 Capataz 0.147 1.18OP2 Operario 0.147 1.18OP3 Oficial Civil 0.147 1.18OP4 Peon 0.147 1.18

OP5 Oficial Mec. 0.081 0.65OP6 Soldador 0.187 1.49OP7 Calderero 0.122 0.98OP8 Ayudante Mec 0.150 1.2OP9 Electricista 0.123 0.98OP10 Ayudante elect. 0.123 0.98OP11 Topógrafo 0.147 1.18OP12 Maniobrista 0.125 1OP13 Supervisor A 0.166 1.33OP14 Supervisor B 0.166 1.33OP15 Operador Grúa 0.112 0.9OP16 Soldador 6G 0.217 1.74OP17 Soldador 4G 0.217 1.74OP18 Operador Hiab 0.112 0.9OP19 Mecánico 0.125 1OP20 Tubero 0.125 1OP21 Armador 0.107 0.86OP22 Electricista A 0.123 0.98OP23 Electricista B 0.123 0.98OP24 Pintor 0.199 1.59OP25 Oxigenista 0.122 0.98OP26 Arenador 0.204 1.63OP27 Almacenero 0.138 1.1OP28 Of. Soldador 0.217 1.74OP29 Of. Calderero 0.122 0.98OP30 Of. Tubero 0.125 1OP31 Ayudantes 0.150 1.2

VALOR DE LA MANO DE OBRA EN LIMA y OBRA - SOLESAL 30 DE NOVIEMBRE DEL 2006

OP1 OP2 OP3 OP4OFICIAL

LEGALES CONCEPTO/CATEGORIA CAPATAZ OPERARIO CIVIL PEONJornal Basico - Diario S/. 42.75 35.09 31.36 28.03 Leyes Sociales 113.26% 48.42 39.74 35.52 31.75 BUC 32% 13.68 11.23 9.41 8.41 Leyes Sociales sobre el BUC 12% 1.64 1.35 1.13 1.01 Movilidad Acumulada 7.20 7.20 7.20 7.20 Overol (02 anuales) 0.40 0.40 0.40 0.40 PARCIAL 114.09 95.01 85.02 76.80

OTROS Alojamiento 0.00 0.00 0.00 0.00 Alimentación (D/A/C) 0 0.00 0.00 0.00 0.00 EPP 3.60 3.60 3.60 3.60 Bonificación por Salir a Obra 0% 0.00 0.00 0.00 0.00 Traslado A ObraTOTAL COSTO 8 HORAS 117.29 98.21 88.22 80.00

EN LIMAFactor de Corrección 1.1034483 125.89 104.84 93.81 84.74

S/. / HR 15.74 13.11 11.73 10.59 US$ / HR 5.16 4.30 3.84 3.47

EN PROVINCIASFactor de Corrección 1.125 131.95 110.49 99.25 90.00

REGIMEN COMUN

COSTO HORA HOMBRE CATEGORIA DIARIO

JORNAL DIARIOBONIF. OBRA 0.00%MOVILIDADREFRIGERIOOTROSASIG FAMILIARDOMINICALHRS. EXTRAS SIMPLES HRS. DOBLES TOTAL BRUTO S/ H.EXTRAS

PAGOS ADICIONALESDOMINICAL 16.67%ASIG. FAMILIAR 3.33%GRATIFICACIONES 16.67%VACACIONES 8.33%CTS 8.33%DIAS NO LABORABLES 3.99%UTILIDADES

57.32%TOTAL

CARGAS SOCIALES EMPLEADORESSALUD 9.00%IES 0.00%SCTR 2.00%

11.00%TOTAL GENERAL 68.32%

EPP 3.00%TOTAL GENERAL CON EPP

Factor de Corrección 1

8 COSTO H-h S/.

COSTO H-h US$

CALCULO POR HONORARIOSJORNAL POR 8 Hrs S/.COSTO POR HORA S/./HrIMPUESTOS 10.0%

COSTO POR HORA S/./HrCOSTO POR HORA HN US$/HrHE

COTO POR DIA 12 HrsCOSTO POR HORA US$/Hr

IMECON S.A.TABLA 1 - TARIFAS DE MANO DE OBRA - REGIMEN COMUN - 2008

T/C= 3.05 LIMA (TALLER)

ESPECIALIDADES JORNAL TARIFA TARIFAS/./DIA S/./HH US$/HH

OP1 OP13 CAPATAZ 75.00 16.25 5.33OP5 OP5 OFICIAL 35.00 7.73 2.53OP7 OP7 CALDERERO 55.00 11.99 3.93OP16 OP16 SOLDADOR 6G 140.00 30.10 9.87OP17 OP17 SOLDADOR 4G 80.00 17.31 5.68OP8 OP10 AYUDANTE 25.00 5.59 1.83OP22 OP8 ELECTRICISTA 45.00 9.86 3.23OP12 OP12 MANIOBRISTA (RIGGER) 40.00 8.79 2.88OP24 OP24 PINTOR 38.00 8.36 2.74

CATEGORIAS EQUIVALENTESCALDERERO MECANICO, TUBERO, OP DE GRUA (20 TN)

SOLDADOR 2G, ARMADOR

OFICIAL OF. MECANICO, OF SOLDADOR, OF TUBEROOF. CALDERERO, OXIGENISTA, OP HIAB

MANIOBRISTA CAPATAZ B, TOPOGRAFO

PINTOR ARENADOR, ALMACENERO,AYUD ELECTRICISTA (MTTO)

Notas:1. Costo en Obra = 1.3 Costo en Taller, aproximado.Preferible calcular los costos de EPP, movilidad, y otros2. El Tipo de Cambio es Variable

2.53 4.28 3.93 3.23 2.53 1.83 2.88OP5 OP6 OP7 OP8 OP9 OP10 OP11

OFICIAL SOLD CALD AY. MEC ELECTR AY. TOPOGMEC. 2G

35.00 60.00 55.00 45.00 35.00 25.00 40.000.00 0.00 0.00 0.00 0.00 0.00 0.002.00 2.00 2.00 2.00 2.00 2.00 2.004.00 4.00 4.00 4.00 4.00 4.00 4.000.50 0.50 0.50 0.50 0.50 0.50 0.50

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

41.50 66.50 61.50 51.50 41.50 31.50 46.50

5.83 10.00 9.17 7.50 5.83 4.17 6.671.67 1.67 1.67 1.67 1.67 1.67 1.676.81 11.67 10.69 8.75 6.81 4.86 7.783.06 5.14 4.72 3.89 3.06 2.22 3.473.88 6.54 6.01 4.94 3.88 2.81 4.411.69 2.86 2.62 2.16 1.69 1.23 1.93

22.93 37.87 34.88 28.91 22.93 16.96 25.9254.06 91.33 83.87 68.97 54.06 39.15 61.51

4.86 8.22 7.55 6.21 4.86 3.52 5.540.00 0.00 0.00 0.00 0.00 0.00 0.001.08 1.83 1.68 1.38 1.08 0.78 1.235.95 10.05 9.23 7.59 5.95 4.31 6.77

60.00 101.38 93.10 76.55 60.00 43.45 68.28

1.80 3.04 2.79 2.30 1.80 1.30 2.0561.80 104.42 95.89 78.85 61.80 44.76 70.32

61.80 104.42 95.89 78.85 61.80 44.76 70.32

7.73 13.05 11.99 9.86 7.73 5.59 8.79

2.53 4.28 3.93 3.23 2.53 1.83 2.88

10012.51.25

13.754.51

1.3 5.86

59.514.96

TABLA 1 - TARIFAS DE MANO DE OBRA - REGIMEN COMUN - 2008

OBRA (1)TARIFAUS$/HH

6.93 5.123.29 2.755.11 3.9412.837.38 6.32.38 1.974.203.753.57

MECANICO, TUBERO, OP DE GRUA (20 TN)

OF. MECANICO, OF SOLDADOR, OF TUBEROOF. CALDERERO, OXIGENISTA, OP HIAB

2.88 5.33 2.88 3.93 9.87 5.68 3.93OP12 OP13 OP14 OP15 OP16 OP17 OP18

MANIOB SUPERV. A SUPERV. B OP. GRUA SOLD. SOLD. OPER.6G 4G HIAB

40.00 75.00 40.00 55.00 140.00 80.00 55.000.00 0.00 0.00 0.00 0.00 0.00 0.002.00 2.00 2.00 2.00 2.00 2.00 2.004.00 4.00 4.00 4.00 4.00 4.00 4.000.50 0.50 0.50 0.50 0.50 0.50 0.50

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

46.50 81.50 46.50 61.50 146.50 86.50 61.50

6.67 12.50 6.67 9.17 23.33 13.33 9.171.67 1.67 1.67 1.67 1.67 1.67 1.677.78 14.58 7.78 10.69 27.22 15.56 10.693.47 6.39 3.47 4.72 11.81 6.81 4.724.41 8.14 4.41 6.01 15.06 8.67 6.011.93 3.55 1.93 2.62 6.58 3.79 2.62

25.92 46.83 25.92 34.88 85.66 49.82 34.8861.51 113.69 61.51 83.87 210.61 121.15 83.87

5.54 10.23 5.54 7.55 18.95 10.90 7.550.00 0.00 0.00 0.00 0.00 0.00 0.001.23 2.27 1.23 1.68 4.21 2.42 1.686.77 12.51 6.77 9.23 23.17 13.33 9.23

68.28 126.20 68.28 93.10 233.77 134.47 93.10

2.05 3.79 2.05 2.79 7.01 4.03 2.7970.32 129.99 70.32 95.89 240.79 138.51 95.89

70.32 129.99 70.32 95.89 240.79 138.51 95.89

8.79 16.25 8.79 11.99 30.10 17.31 11.99

2.88 5.33 2.88 3.93 9.87 5.68 3.93

3.93 3.93 3.93 2.53 2.18 2.74 2.53OP19 OP20 OP21 OP22 OP23 OP24 OP25MEC TUB ARMAD ELECTR. ELECTR. PINTOR OXIG

A B55.00 55.00 55.00 35.00 30.00 38.00 35.00

0.00 0.00 0.00 0.00 0.00 0.00 0.002.00 2.00 2.00 2.00 2.00 2.00 2.004.00 4.00 4.00 4.00 4.00 4.00 4.000.50 0.50 0.50 0.50 0.50 0.50 0.50

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00

61.50 61.50 61.50 41.50 36.50 44.50 41.50

9.17 9.17 9.17 5.83 5.00 6.33 5.831.67 1.67 1.67 1.67 1.67 1.67 1.67

10.69 10.69 10.69 6.81 5.83 7.39 6.814.72 4.72 4.72 3.06 2.64 3.31 3.066.01 6.01 6.01 3.88 3.34 4.20 3.882.62 2.62 2.62 1.69 1.46 1.83 1.69

34.88 34.88 34.88 22.93 19.95 24.73 22.9383.87 83.87 83.87 54.06 46.60 58.53 54.06

7.55 7.55 7.55 4.86 4.19 5.27 4.860.00 0.00 0.00 0.00 0.00 0.00 0.001.68 1.68 1.68 1.08 0.93 1.17 1.089.23 9.23 9.23 5.95 5.13 6.44 5.95

93.10 93.10 93.10 60.00 51.73 64.97 60.00

2.79 2.79 2.79 1.80 1.55 1.95 1.8095.89 95.89 95.89 61.80 53.28 66.92 61.80

95.89 95.89 95.89 61.80 53.28 66.92 61.80

11.99 11.99 11.99 7.73 6.66 8.36 7.73

3.93 3.93 3.93 2.53 2.18 2.74 2.53

2.74 2.74 2.53 2.53 2.53 2.74OP26 OP27 OP28 OP29 OP30 OP31

ARENAD ALMAC OF. OF. OF. AYUD.SOLD CALD. TUB. ELECT

38.00 38.00 35.00 35.00 35.00 38.000.00 0.00 0.00 0.00 0.00 0.002.00 2.00 2.00 2.00 2.00 2.004.00 4.00 4.00 4.00 4.00 4.000.50 0.50 0.50 0.50 0.50 0.50

0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00

44.50 44.50 41.50 41.50 41.50 44.50

6.33 6.33 5.83 5.83 5.83 6.331.67 1.67 1.67 1.67 1.67 1.677.39 7.39 6.81 6.81 6.81 7.393.31 3.31 3.06 3.06 3.06 3.314.20 4.20 3.88 3.88 3.88 4.201.83 1.83 1.69 1.69 1.69 1.83

24.73 24.73 22.93 22.93 22.93 24.7358.53 58.53 54.06 54.06 54.06 58.53

5.27 5.27 4.86 4.86 4.86 5.270.00 0.00 0.00 0.00 0.00 0.001.17 1.17 1.08 1.08 1.08 1.176.44 6.44 5.95 5.95 5.95 6.44

64.97 64.97 60.00 60.00 60.00 64.97

1.95 1.95 1.80 1.80 1.80 1.9566.92 66.92 61.80 61.80 61.80 66.92

66.92 66.92 61.80 61.80 61.80 66.92

8.36 8.36 7.73 7.73 7.73 8.36

2.74 2.74 2.53 2.53 2.53 2.74

IMECON S.A. AREA TECNICA

document.xls/Datos/GPG Pág 14 de 23 04/22/2023

FECHA : 24-01-09

PROYECTO : SUMINISTRO Y FABRICACION DE TORRE DE SECADO

CLIENTE : P&G

INCLUYE : Suministro, Fabricación, Arenado, Pintado (interior)

NO INCLUYE : Diseño, Transporte y Montaje (Pintura Ext.)

LUGAR : Lima y Venezuela

No. PPTO : IP-354-2008-Rev.6

15 de 23 document.xls

ANALISIS DE PRECIOS UNITARIOS BASE Actualizado al: 17/04/09ITEM DESCRIPCION UNIDAD METRADO C. UNIT. C.PARCIAL SUBTOTAL

BASE US$/un US$ US$

SUMINISTRO Y FABRICACION DE TORRE DE SECADO (INTERNO)

1 COMPONENTES PARA UNA TORRE 1,108,667.84A285-C 1.010 Tower Structural Skirt / Cone kg 38,898.00 4.90 190,600.20A285-C 1.020 Tower Shell kg 49,539.00 4.77 236,301.03A516-70 1.030 Bustle Ring kg 18,460.00 5.23 96,545.80A516-70 1.040 Tower Hip kg 23,171.00 4.33 100,330.43A285-C 1.050 Tower Roof kg 18,219.00 4.77 86,904.63ASTM A36/A53 1.060 Nozzle Level Structure and Facade kg 21,088.00 3.34 70,433.92A285-C 1.070 Cyclones (Qt=4) kg 21,857.00 6.24 136,387.68ASTM A36/A53 1.080 Cyclone Structures and Mezzanines kg 38,617.00 3.73 144,041.41SS304L 1.090 Nozzle Ring per Level Plus Arms kg 1,269.00 7.97 10,113.93A285-C 1.100 Cone Scraper kg 2,205.00 4.90 10,804.50ASTM A36/A53 1.110 Shell Scraper kg 5,049.00 5.19 26,204.31

1.130 Pre-Ensamble (Incluido) kg 238,372.00 0.00 0.00

COSTO DIRECTO 238,372.00 US $ 1,108,667.84GASTOS GENERALES 15.0% US $ 166,300.18UTILIDADES 15.0% US $ 166,300.18

TOTAL US $ 1,441,268.20Los precios no incluyen el 19% del IGV

1,108,667.84

ACU

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27T1 DRYING TOWER - ROCKET PROJECTT2 P&G INDUSTRIAL S.A. Jornada 10 hr/d HH HM plazoT3 PAQUETE ESTRUCTURAST4 INSTALACIONES MECANICAST5 FABRICACION EN TALLERT6 IMECON S.A.T7 LIMAT8 ANALISIS DE COSTOS UNITARIOS

T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.010T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Tower Structural Skirt / Cone

Fabricacion en Taller m2/un Kg/un RendimientoUnidad : kg REND. : 320.00 kg/dia dia 0.050 1.000 320.000 kg/dia

T7 Cantidad : 38,898.00 FECHA : 22/4/23 LUGAR : LIMA 38898.00 KG 3 4.86 kg/hhITEM CONCEPTO UNID. CANT. P. UNIT. P. PARCIAL 0.15

US$ US$ US$/Unidad :1.0 MATERIALES

M181 1.1 Material CS A285-C - Tower Skirt kg 1.00 1.94 1.94 38,898.00 75,462.12M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 777.96 2,722.86

Subtotal Materiales : 2.01 2.010 78,184.982.0 MANO DE OBRA Cuadrilla # Op hh/dia hh/dia kg/hh

OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.02 121.56 647.89 10.0% 1 1.00 65.84 4.86OP2 2.2 Operario 1.00 h-h 0.031 2.53 0.08 1,215.56 3,075.37 100.0% 1 10.00OP7 2.3 Calderero 1.00 h-h 0.031 3.93 0.12 1,215.56 4,777.16 100.0% 1 10.00OP16 2.4 Soldador 6G 2.00 h-h 0.063 9.87 0.62 2,431.13 23,995.20 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.063 1.83 0.11 2,431.13 4,448.96 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.016 2.74 0.04 607.78 1,665.32 50.0% 1 2.34OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.008 2.53 0.02 303.89 768.84 25.0% 1 2.50

Subtotal Mano de Obra : 1.01 1.013 39,378.75 0.00 6.85 No. HH 8,326.60 214.1 hh/Ton3.0 CONSUMIBLES No. Dias 121.56

M151 3.1 Soldadura E60XX / E70XX kg 0.018 3.40 0.06 700.16 2,379.86 Hrs/dia 10.00M109 3.2 Oxigeno 6 m3/ton m3 0.006 1.44 0.01 233.39 336.69 No. Hombres 6.85M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00840 7.21 0.06 326.74 2,356.84 kg/hh 4.67 0.21 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 77.80 272.29 #capas Primer 1.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.003 87.00 0.230 102.86 8,948.41 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.001 11.05 0.007 25.71 284.14M0 3.8 Otros consumibles menores %MO 1.0125 0.05 0.05 39,384.23 1,969.21

Subtotal Consumibles : 0.43 0.425 16,547.434.0 EQUIPOS, HERRAMIENTAS Y OTROS

EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.063 0.60 0.04 2,431.13 1,458.68 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.063 0.50 0.03 2,431.13 1,215.56 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.031 1.50 0.05 1,215.56 1,823.34 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.016 6.39 0.10 607.78 3,885.81 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.016 1.94 0.03 607.78 1,179.10 50.0% 1 60.78EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.002 10.00 0.02 60.78 607.78 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.70 h-m 0.022 40.00 0.88 850.89 34,035.75 70.0% 1 7.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.003 25.00 0.06 97.25 2,431.13 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 38,898.00 2,722.86S1 4.12 Servicio de Arenado m2 0.050 3.10 0.16 1,944.90 6,029.19EQ0 4.13 Herramientas varias % MO 1.0125 0.03 0.03 39,384.23 1,181.53

Subtotal Equipos y Herramientas : 1.45 1.454 56,570.72 MAT M. OBRA CONSUM EQ/HERRAM HH kg/dia KG/HH HM Dias MAT M.OBRA CONSUM. EQUIP TOTAL1.01 COSTO UNITARIO : US$/kg 4.90 4.90 US$/KG 2.010 1.013 0.425 1.454 8326.603 320.000 4.67 8,302.292 121.56 78,184.98 39,378.75 16,547.43 56,570.72 190,681.889

COSTO PARCIAL DE LA PARTIDA (US$) : 190,600.20 0.99957 190,681.89 41.0% 20.7% 8.7% 29.7%1.3 6.37

T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.020T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Tower Shell




M182 1.1 Material CS A285-C - Tower Shell kg 1.00 2.07 2.08 49,539.00 102,793.42M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 990.78 3,467.73


OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.01 123.85 660.11 10.0% 1 1.00 76.05 5.26OP2 2.2 Operario 1.00 h-h 0.025 2.53 0.06 1,238.48 3,133.34 100.0% 1 10.00OP7 2.3 Calderero 1.00 h-h 0.025 3.93 0.10 1,238.48 4,867.21 100.0% 1 10.00OP16 2.4 Soldador 6G 3.00 h-h 0.075 9.87 0.74 3,715.43 36,671.24 100.0% 3 30.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.050 1.83 0.09 2,476.95 4,532.82 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.013 2.74 0.03 619.24 1,696.71 50.0% 1 2.55OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.006 2.53 0.02 309.62 783.34 25.0% 1 2.50




EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.050 0.60 0.03 2,476.95 1,486.17 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.050 0.50 0.03 2,476.95 1,238.48 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.025 1.50 0.04 1,238.48 1,857.71 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.013 6.39 0.08 619.24 3,959.06 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.013 1.94 0.02 619.24 1,201.32 50.0% 1 61.92EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.001 10.00 0.01 61.92 619.24 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.70 h-m 0.017 40.00 0.70 866.93 34,677.30 70.0% 1 7.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.002 25.00 0.05 99.08 2,476.95 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 49,539.00 3,467.73S1 4.12 Servicio de Arenado m2 0.040 3.10 0.12 1,981.56 6,142.84EQ0 4.13 Herramientas varias % MO 1.0568 0.03 0.03 52,352.82 1,570.58



T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.030T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Bustle Ring




M183 1.1 Material CS A516-70 - Bustle Ring kg 1.00 2.15 2.15 18,460.00 39,596.70M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 369.20 1,292.20


OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.02 61.53 327.97 10.0% 1 1.00 65.69 4.57OP2 2.2 Operario 1.00 h-h 0.033 2.53 0.08 615.33 1,556.79 100.0% 1 10.00OP7 2.3 Calderero 1.00 h-h 0.033 3.93 0.13 615.33 2,418.26 100.0% 1 10.00OP16 2.4 Soldador 6G 2.00 h-h 0.067 9.87 0.66 1,230.67 12,146.68 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.067 1.83 0.12 1,230.67 2,252.12 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.017 2.74 0.05 307.67 843.01 50.0% 1 2.19OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.008 2.53 0.02 153.83 389.20 25.0% 1 2.50


M151 3.1 Soldadura E60XX / E70XX kg 0.020 3.40 0.07 369.20 1,254.91 Hrs/dia 10.00M109 3.2 Oxigeno 6 m3/ton m3 0.006 1.44 0.01 110.76 159.78 No. Hombres 6.85M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00840 7.21 0.06 155.06 1,118.49 kg/hh 4.38 0.23 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 36.92 129.22 #capas Primer 1.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.002 87.00 0.207 43.93 3,822.02 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.001 11.05 0.007 10.98 121.36M0 3.8 Otros consumibles menores %MO 1.0799 0.05 0.05 19,934.95 996.75


EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.067 0.60 0.04 1,230.67 738.40 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.067 0.50 0.03 1,230.67 615.33 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.033 1.50 0.05 615.33 923.00 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.017 6.39 0.11 307.67 1,967.05 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.017 1.94 0.03 307.67 596.87 50.0% 1 30.77EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.002 10.00 0.02 30.77 307.67 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.70 h-m 0.023 40.00 0.93 430.73 17,229.33 70.0% 1 7.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.003 25.00 0.07 49.23 1,230.67 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 18,460.00 1,292.20S1 4.12 Servicio de Arenado m2 0.045 3.10 0.14 830.70 2,575.17EQ0 4.13 Herramientas varias % MO 1.0799 0.03 0.03 19,934.95 598.05



T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.040T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Tower Hip




M184 1.1 Material CS A516-70 - Tower Hip kg 1.00 2.15 2.15 23,171.00 49,701.80M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 463.42 1,621.97









T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.050T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Tower Roof




M185 1.1 Material CS A285-C - Tower Roof kg 1.00 1.97 1.98 18,219.00 35,982.52M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 364.38 1,275.33


N26

jlivia: Para ejecutar el rendimiento diario

N79


N132


N185


N238


ACU








T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.060T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Nozzle Level Structure and Facade




M186 1.1 Material CS A36 - Nozzle Level Structures kg 1.00 1.32 1.32 21,088.00 27,730.72M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 421.76 1,476.16




M151 3.1 Soldadura E60XX / E70XX kg 0.020 3.40 0.07 421.76 1,433.56 Hrs/dia 10.00M109 3.2 Oxigeno 6 m3/ton m3 0.006 1.44 0.01 126.53 182.53 No. Hombres 6.35M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00840 7.21 0.06 177.14 1,277.73 kg/hh 6.30 0.16 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 42.18 147.62 #capas Primer 1.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.002 87.00 0.207 50.19 4,366.13 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.001 11.05 0.007 12.55 138.64M0 3.8 Otros consumibles menores %MO 0.7608 0.05 0.04 16,043.75 802.19





T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.070T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Cyclones (Qt=4)




M187 1.1 Material CS A285-C - Cyclones kg 1.00 2.30 2.30 21,857.00 50,271.10M174 1.2 Pernos ASTM A325, CS kg 0.03 3.50 0.09 546.43 1,912.49


OP1 2.1 Capataz 0.10 h-h 0.005 5.33 0.03 115.04 613.15 10.0% 1 1.00 75.78 2.51OP2 2.2 Operario 1.00 h-h 0.053 2.53 0.13 1,150.37 2,910.43 100.0% 1 10.00OP7 2.3 Calderero 2.00 h-h 0.105 3.93 0.41 2,300.74 9,041.90 100.0% 2 20.00OP16 2.4 Soldador 6G 2.00 h-h 0.105 9.87 1.04 2,300.74 22,708.27 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.105 1.83 0.19 2,300.74 4,210.35 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 1.00 h-h 0.053 2.74 0.14 1,150.37 3,152.01 50.0% 2 2.28OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.013 2.53 0.03 287.59 727.61 25.0% 1 2.50




EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.105 0.60 0.06 2,300.74 1,380.44 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.105 0.50 0.05 2,300.74 1,150.37 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.053 1.50 0.08 1,150.37 1,725.55 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.026 6.39 0.17 575.18 3,677.41 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.026 1.94 0.05 575.18 1,115.86 50.0% 1 57.52EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.003 10.00 0.03 57.52 575.18 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.30 h-m 0.016 40.00 0.63 345.11 13,804.42 30.0% 1 3.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.004 25.00 0.11 92.03 2,300.74 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 21,857.00 1,529.99S1 4.12 Servicio de Arenado m2 0.040 3.10 0.12 874.28 2,710.27EQ0 4.13 Herramientas varias % MO 1.9840 0.03 0.06 43,364.29 1,300.93



T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.080T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Cyclone Structures and Mezzanines




M188 1.1 Material CS A36 - Cyclones Structures and Mezzanines kg 1.00 1.67 1.67 38,617.00 64,490.39M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 772.34 2,703.19


OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.01 96.54 514.57 10.0% 1 1.00 61.65 6.49OP2 2.2 Operario 1.00 h-h 0.025 2.53 0.06 965.43 2,442.53 100.0% 1 10.00OP7 2.3 Calderero 0.50 h-h 0.013 3.93 0.05 482.71 1,897.06 50.0% 1 5.00OP16 2.4 Soldador 6G 2.00 h-h 0.050 9.87 0.49 1,930.85 19,057.49 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.050 1.83 0.09 1,930.85 3,533.46 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.013 2.74 0.03 482.71 1,322.63 50.0% 1 3.15OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.006 2.53 0.02 241.36 610.63 25.0% 1 2.50




EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.050 0.60 0.03 1,930.85 1,158.51 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.050 0.50 0.03 1,930.85 965.43 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.025 1.50 0.04 965.43 1,448.14 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.013 6.39 0.08 482.71 3,086.19 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.013 1.94 0.02 482.71 936.46 50.0% 1 48.27EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.001 10.00 0.01 48.27 482.71 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.30 h-m 0.008 40.00 0.30 289.63 11,585.10 30.0% 1 3.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.002 25.00 0.05 77.23 1,930.85 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 38,617.00 2,703.19S1 4.12 Servicio de Arenado m2 0.050 3.10 0.16 1,930.85 5,985.64EQ0 4.13 Herramientas varias % MO 0.7608 0.03 0.02 29,379.81 881.39



T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.090T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Nozzle Ring per Level Plus Arms




M189 1.1 Material SS 304L - Nozzle Ring per Level Plus Arms kg 1.00 4.06 4.06 1,269.00 5,152.14M175 1.2 Pernos ASTM A325, SS304 kg 0.02 15.00 0.30 25.38 380.70


OP1 2.1 Capataz 0.10 h-h 0.005 5.33 0.02 5.77 30.74 10.0% 1 1.00 60.23 3.65OP2 2.2 Operario 1.00 h-h 0.045 2.53 0.12 57.68 145.93 100.0% 1 10.00OP7 2.3 Calderero 0.50 h-h 0.023 3.93 0.09 28.84 113.34 50.0% 1 5.00OP32 2.4 Soldador TIG 2.00 h-h 0.091 12.30 1.12 115.36 1,418.97 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.091 1.83 0.17 115.36 211.12 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.023 2.74 0.06 28.84 79.02 50.0% 1 1.73OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.011 2.53 0.03 14.42 36.48 25.0% 1 2.50

Subtotal Mano de Obra : 1.60 1.604 2,035.62 0.00 6.35 No. HH 366.28 288.6 hh/Ton3.0 CONSUMIBLES No. Dias 5.77

M130 3.1 Soldadura Inox kg 0.020 28.00 0.56 25.38 710.64 Hrs/dia 10.00M131 3.2 Argon 8 m3/ton m3 0.008 9.02 0.07 10.15 91.53 No. Hombres 6.35M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00000 7.21 0.00 0.00 0.00 kg/hh 3.46 0.29 hh/mM132 3.4 Disco Esmeril 7" Inox Un. 0.002 11.72 0.02 2.54 29.75 #capas Primer 0.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.000 87.00 0.000 0.00 0.00 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.000 11.05 0.000 0.00 0.00M0 3.8 Otros consumibles menores %MO 1.6042 0.05 0.08 2,035.73 101.79

Subtotal Consumibles : 0.74 0.736 933.714.0 EQUIPOS, HERRAMIENTAS Y OTROS

EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.091 0.60 0.05 115.36 69.22 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.091 0.50 0.05 115.36 57.68 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.045 1.50 0.07 57.68 86.52 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.023 6.39 0.15 28.84 184.39 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.023 1.94 0.04 28.84 55.95 50.0% 1 2.88EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.002 10.00 0.02 2.88 28.84 5.0% 1 0.50

N291


N344


N397


N450


ACU

EQ75 4.7 Roladora CNC 0.30 h-m 0.014 40.00 0.55 17.30 692.18 30.0% 1 3.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.004 25.00 0.09 4.61 115.36 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 1,269.00 88.83S1 4.12 Servicio de Arenado m2 0.045 3.10 0.14 57.11 177.03EQ0 4.13 Herramientas varias % MO 1.6042 0.03 0.05 2,035.73 61.07

Subtotal Equipos y Herramientas : 1.27 1.274 1,617.08 MAT M. OBRA CONSUM EQ/HERRAM HH kg/dia KG/HH HM Dias MAT M.OBRA CONSUM. EQUIP TOTAL1.09 COSTO UNITARIO : US$/kg 7.97 7.97 US$/KG 4.360 1.604 0.736 1.274 366.280 220.000 3.46 370.894 5.77 5,532.84 2,035.62 933.71 1,617.08 10,119.250


T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.100T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Cone Scraper




M190 1.1 Material CS A285-C - Cone Scraper kg 1.00 2.59 2.59 2,205.00 5,710.95M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 44.10 154.35


OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.02 6.68 35.61 10.0% 1 1.00 61.10 5.40OP2 2.2 Operario 1.00 h-h 0.030 2.53 0.08 66.82 169.05 100.0% 1 10.00OP7 2.3 Calderero 0.50 h-h 0.015 3.93 0.06 33.41 131.30 50.0% 1 5.00OP16 2.4 Soldador 6G 2.00 h-h 0.061 9.87 0.60 133.64 1,318.99 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.061 1.83 0.11 133.64 244.55 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.015 2.74 0.04 33.41 91.54 50.0% 1 2.60OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.008 2.53 0.02 16.70 42.26 25.0% 1 2.50


M151 3.1 Soldadura E60XX / E70XX kg 0.020 3.40 0.07 44.10 149.90 Hrs/dia 10.00M109 3.2 Oxigeno 6 m3/ton m3 0.006 1.44 0.01 13.23 19.09 No. Hombres 6.35M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00840 7.21 0.06 18.52 133.60 kg/hh 5.20 0.19 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 4.41 15.44 #capas Primer 1.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.002 87.00 0.207 5.25 456.53 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.001 11.05 0.007 1.31 14.50M0 3.8 Otros consumibles menores %MO 0.9222 0.05 0.05 2,033.45 101.67

Subtotal Consumibles : 0.40 0.404 890.724.0 EQUIPOS, HERRAMIENTAS Y OTROS

EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.061 0.60 0.04 133.64 80.18 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.061 0.50 0.03 133.64 66.82 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.030 1.50 0.05 66.82 100.23 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.015 6.39 0.10 33.41 213.60 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.015 1.94 0.03 33.41 64.81 50.0% 1 3.34EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.002 10.00 0.02 3.34 33.41 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.30 h-m 0.009 40.00 0.36 20.05 801.82 30.0% 1 3.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.002 25.00 0.06 5.35 133.64 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 2,205.00 154.35S1 4.12 Servicio de Arenado m2 0.045 3.10 0.14 99.23 307.60EQ0 4.13 Herramientas varias % MO 0.9222 0.03 0.03 2,033.45 61.00

Subtotal Equipos y Herramientas : 0.92 0.915 2,017.45 MAT M. OBRA CONSUM EQ/HERRAM HH kg/dia KG/HH HM Dias MAT M.OBRA CONSUM. EQUIP TOTAL1.10 COSTO UNITARIO : US$/kg 4.90 4.90 US$/KG 2.660 0.922 0.404 0.915 424.295 330.000 5.20 429.641 6.68 5,865.30 2,033.31 890.72 2,017.45 10,806.783


T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.110T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Shell Scraper




M191 1.1 Material CS A285-C - Shell Scraper kg 1.00 2.88 2.88 5,049.00 14,541.12M174 1.2 Pernos ASTM A325, CS kg 0.02 3.50 0.07 100.98 353.43


OP1 2.1 Capataz 0.10 h-h 0.003 5.33 0.02 15.30 81.55 10.0% 1 1.00 61.10 5.40OP2 2.2 Operario 1.00 h-h 0.030 2.53 0.08 153.00 387.09 100.0% 1 10.00OP7 2.3 Calderero 0.50 h-h 0.015 3.93 0.06 76.50 300.65 50.0% 1 5.00OP16 2.4 Soldador 6G 2.00 h-h 0.061 9.87 0.60 306.00 3,020.22 100.0% 2 20.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.061 1.83 0.11 306.00 559.98 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.50 h-h 0.015 2.74 0.04 76.50 209.61 50.0% 1 2.60OP18 2.8 Operador Hiab / Pato 0.25 h-h 0.008 2.53 0.02 38.25 96.77 25.0% 1 2.50


M151 3.1 Soldadura E60XX / E70XX kg 0.020 3.40 0.07 100.98 343.23 Hrs/dia 10.00M109 3.2 Oxigeno 6 m3/ton m3 0.006 1.44 0.01 30.29 43.70 No. Hombres 6.35M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00840 7.21 0.06 42.41 305.92 kg/hh 5.20 0.19 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 10.10 35.34 #capas Primer 1.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.002 87.00 0.207 12.02 1,045.36 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.001 11.05 0.007 3.00 33.19M0 3.8 Otros consumibles menores %MO 0.9222 0.05 0.05 4,656.19 232.81


EQ28 4.1 Equipo oxi-corte 2.00 h-m 0.061 0.60 0.04 306.00 183.60 100.0% 2 20.00EQ31 4.2 Esmeril manual Ø7" 2.00 h-m 0.061 0.50 0.03 306.00 153.00 100.0% 2 20.00EQ23 4.3 Soldadora eléctrica 400 A 1.00 h-m 0.030 1.50 0.05 153.00 229.50 100.0% 1 10.00EQ64 4.4 Compresora de 250 pcm (propio) 0.50 h-m 0.015 6.39 0.10 76.50 489.10 50.0% 1 5.00EQ46 4.5 Equipo de Pintar Eléctrico 0.50 h-m 0.015 1.94 0.03 76.50 148.41 50.0% 1 7.65EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.002 10.00 0.02 7.65 76.50 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.30 h-m 0.009 40.00 0.36 45.90 1,836.00 30.0% 1 3.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.002 25.00 0.06 12.24 306.00 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 1.000 0.07 0.07 5,049.00 353.43S1 4.12 Servicio de Arenado m2 0.045 3.10 0.14 227.20 704.34EQ0 4.13 Herramientas varias % MO 0.9222 0.03 0.03 4,656.19 139.69

Subtotal Equipos y Herramientas : 0.92 0.915 4,619.56 MAT M. OBRA CONSUM EQ/HERRAM HH kg/dia KG/HH HM Dias MAT M.OBRA CONSUM. EQUIP TOTAL1.11 COSTO UNITARIO : US$/kg 5.19 5.19 US$/KG 2.950 0.922 0.404 0.915 971.550 330.000 5.20 983.790 15.30 14,894.55 4,655.87 2,039.56 4,619.56 26,209.537


EL PRE-ENSAMBLE ESTA INCLUIDO EN EL RENDIMIENTO DE LA MANO DE OBRA

T6 IMECON S.A. ANALISIS DE COSTOS UNITARIOS PARTIDA N°T1 Proyecto : DRYING TOWER - ROCKET PROJECT 1.130T2 P&G INDUSTRIAL S.A.T5 FABRICACION EN TALLERT8 Nombre : Pre-Ensamble (Incluido)


T7 Cantidad : 238,372.00 FECHA : 22/4/23 LUGAR : LIMA 238372.00 KG 30.30 kg/hhITEM CONCEPTO UNID. CANT. P. UNIT. P. PARCIAL


M160 1.1 Material Estructuras Medianas ASTM A36 kg 0.05 1.13 0.06 11,918.60 13,515.69M174 1.2 Pernos ASTM A325, CS kg 0.01 3.50 0.04 2,383.72 8,343.02


OP1 2.1 Capataz 0.10 h-h 0.001 5.33 0.01 238.37 1,270.52 10.0% 1 1.00 33.00 30.30OP2 2.2 Operario 1.00 h-h 0.010 2.53 0.03 2,383.72 6,030.81 100.0% 1 10.00OP5 2.3 Oficial Mec. 0.00 h-h 0.000 2.53 0.00 0.00 0.00 100.0% 0 0.00OP17 2.4 Soldador 4G 0.10 h-h 0.001 5.68 0.01 238.37 1,353.95 10.0% 1 1.00OP8 2.5 Ayudante mecánico 2.00 h-h 0.020 1.83 0.04 4,767.44 8,724.42 100.0% 2 20.00OP26 2.6 Arenador 0.00 h-h 0.000 2.53 0.00 0.00 0.00 50.0% 0 0.00OP24 2.7 Pintor 0.00 h-h 0.000 2.74 0.00 0.00 0.00 50.0% 0 0.00OP18 2.8 Operador Hiab / Pato 0.10 h-h 0.001 2.53 0.00 238.37 603.08 10.0% 1 1.00


M151 3.1 Soldadura E60XX / E70XX kg 0.005 3.40 0.02 1,191.86 4,051.13 Hrs/dia 10.00M109 3.2 Oxigeno 3 m3/ton m3 0.003 1.44 0.00 715.12 1,031.64 No. Hombres 3.30M110 3.3 Acetileno 1 bot (7 Kg) kg 0.00420 7.21 0.03 1,001.16 7,221.50 kg/hh 30.30 0.03 hh/mM118 3.4 Disco Esmeril 7" Un. 0.002 3.50 0.01 476.74 1,668.60 #capas Primer 0.00M99 3.5 Pintura Epoxica (Zinc Primer 3mils) Gln 0.000 87.00 0.000 0.00 0.00 #capas Acabado 0.00M100 3.6 Pintura Epoxica (Acabado) Gln 0.000 32.50 0.000 0.00 0.00M177 3.7 Diluyente Epoxica Gln 0.000 11.05 0.000 0.00 0.00M0 3.8 Otros consumibles menores %MO 0.0754 0.05 0.00 17,973.25 898.66


EQ28 4.1 Equipo oxi-corte 1.00 h-m 0.010 0.60 0.01 2,383.72 1,430.23 50.0% 2 10.00EQ31 4.2 Esmeril manual Ø7" 1.00 h-m 0.010 0.50 0.01 2,383.72 1,191.86 50.0% 2 10.00EQ23 4.3 Soldadora eléctrica 400 A 2.00 h-m 0.020 1.50 0.03 4,767.44 7,151.16 100.0% 2 20.00EQ64 4.4 Compresora de 250 pcm (propio) 0.00 h-m 0.000 6.39 0.00 0.00 0.00 100.0% 0 0.00EQ46 4.5 Equipo de Pintar Eléctrico 0.00 h-m 0.000 1.94 0.00 0.00 0.00 100.0% 0 0.00EQ57 4.6 Montacarga 4Ton (IMECON) 0.05 h-m 0.001 10.00 0.01 119.19 1,191.86 5.0% 1 0.50EQ75 4.7 Roladora CNC 0.00 h-m 0.000 40.00 0.00 0.00 0.00 75.0% 0 0.00EQ67 4.8 Grúa Pórtico de 10 Ton 0.08 h-m 0.001 25.00 0.02 190.70 4,767.44 8.0% 1 0.80EQ59 4.9 Andamio metálico (castillo) 0.00 h-m 0.000 0.70 0.00 0.00 0.00 50.0% 0 0.00EQ61 4.10 Camión Plataforma de 30 ton 0.00 h-m 0.000 66.85 0.00 0.00 0.00 10.0% 0 0.00EQ83 4.11 Pruebas NDT (Tintes, Rx) Kg 0.000 0.07 0.00 0.00 0.00EQ0 4.12 Herramientas varias % MO 0.0754 0.03 0.00 17,973.25 539.20

Subtotal Equipos y Herramientas : 0.07 0.068 16,271.75 MAT M. OBRA CONSUM EQ/HERRAM HH kg/dia KG/HH HM Dias MAT M.OBRA CONSUM. EQUIP1.13 COSTO UNITARIO : US$/kg 0.31 0.31 US$/KG 0.100 0.075 0.062 0.068 7866.276 1000.000 30.30 9,844.764 238.37 21,858.71 17,982.78 14,871.54 16,271.75 70984.786


N503


N556


N613


19/23 04/22/2023

ANNEX No.1 - PRICE SUMMARYSUPPLY AND SHOP FABRICATION OF DRYING TOWER

IROMAN PROJECT - PERUP&G INDUSTRIAL S.A.

4/17/2009 Fab - LicitIP-354-2008-Rev.6 Licitación Fabricado Difer.

Item Description Material (1) Qty. Unit Weight Total Weight Unit Price Parcial Price Pesos Pesos PesosKg. Kg. US$/Kg. US$ Kg Kg Kg

DRYING TOWER: 01 EA (3)1 Tower structural skirt / cone A285-C 1 38,898.00 38,898.00 6.37 247,780.30 38,898.00 #REF! #REF!2 Tower Shell A285-C 1 49,539.00 49,539.00 6.20 307,141.80 49,539.00 #REF! #REF!3 Bustle Ring (include the inlet elbows-swirl) A516-70 1 18,460.00 18,460.00 6.80 125,528.00 18,460.00 #REF! #REF!4 Tower Hip A516-70 1 23,171.00 23,171.00 5.63 130,452.70 23,171.00 #REF! #REF!5 Tower Roof A285-C 1 18,219.00 18,219.00 6.20 112,957.80 18,219.00 #REF! #REF!6 Nozzle Level Structure and Facade ASTM A36/A53 1 21,088.00 21,088.00 4.34 91,521.90 21,088.00 #REF! #REF!7 Cyclones (Qt=4) (2) A285-C 1 21,857.00 21,857.00 8.11 177,260.30 21,857.00 #REF! #REF!8 Cyclone Structures and Mezzanines ASTM A36/A53 1 38,617.00 38,617.00 4.85 187,292.50 38,617.00 #REF! #REF!9 Nozzle Rings per Level Plus Arms SS304L 1 1,269.00 1,269.00 10.36 13,146.80 1,269.00 #REF! #REF!

10 Cone Scraper A285-C 1 2,205.00 2,205.00 6.37 14,045.90 2,205.00 #REF! #REF!11 Shell Scraper ASTM A36/A53 1 5,049.00 5,049.00 6.75 34,080.80 5,049.00 #REF! #REF!

PARCIAL AMOUNT 238,372.00 1,441,208.80 238,372.00 #REF! #REF!The prices don't include the General Sales Taxes (19% IGV)Notes:

1 Only shown the material with more incidence.2 The weight for this item can change by details in system of cleaning in the cyclones (Drawing on HOLD)3 Estos metrados son de la licitación original de la Torre de Barquisimeto.

A ADDITIONAL PRICES BY MATERIAL CHANGE: ASTM A36 by ALUMINUM

Item Description Material Qty. Unit Weight Total Weight Unit Price Parcial PriceKg. Kg. US$/Kg. US$

6 Nozzle Level Structure and Facade / DWG's: ES2-03-1/ES5-01-0Checkered plate 3/16" - Platforms Aluminum 1 2855.12 2855.12 8.97 25,610.40Louvers - Facade (23 un) Aluminum 0 301.99 0 8.97 0.00 NO SE EJECUTO

8 Cyclone Structures and Mezzanines / DWG's: ES1-03-1/04-1/05-1/06-1/14-1Checkered plate 3/16" - Platforms Aluminum 1 4167.05 4167.05 8.97 37,378.40

11 Shell Scraper / DWG's: MKG 098-0Plate 25mm - Cleaner System Aluminum 1 173.25 173.25 10.14 1,756.80

ADDITIONAL AMOUNT 7,195.42 64,745.60The prices don't include the General Sales Taxes (19% IGV)

FINAL AMOUNT OF ONE DRYING TOWER 1,505,954.40The prices don't include the General Sales Taxes (19% IGV)

Comercial Discount 120,693.30 8.014%

FINAL AMOUNT OF ONE DRYING TOWER US$ 1,385,261.10S/. 4,294,309.41

B PRECIOS POR TRABAJOS ADICIONALES - OPCIONALES

Item Description Material Qty. Unit Weight Total Weight Unit Price Parcial Price REMARKS Planos PlanosKg. Kg. US$/Kg. US$ Originales Modificados

6 Nozzle Level Structure and FacadePiperack ASTM A36 1 1200 1200 4.34 5,208.00 1

Access Platform to Bustle Ring Door ASTM A36 1 500 500 4.34 2,170.00 2 N/A ES12-01 de 1 - Rev.1

1 Tower structural skirt / coneStructure for internal Platform in level +3800 ASTM A36

1

790 790 6.37 5,032.30 3 N/A N/A

Aluminum1

500 500 38.75 19,375.00 Ver Remarks 3.

Additional Works of Welding1 1 1,325.00 1,325.00 4 N/A N/A

2 Welding of beams W4x13# of Tower Shell 0 2,645.00 0.00 NO SE EJECUTO NO SE EJECUTO

Additional Works by Painting1 33,041.20 33,041.20 5 N/A N/A

Additional by TransportTotal amount for Transport 1 25,200.00 25,200.00 6 Ver e-mail de Linda Golson a IMECON del 23/07/09.

Additional Works by changes in Shop Fabrication1 6,816.00 55,690.80 55,690.80 7 Ver documentos sustentatorios en Anexo 6

9 Nozzle Rings per Level Plus ArmsNozzle pipes in SS304 (Change of Material) SS304

1 3,570.00 3,570.00 -6.40 -22,848.00

8

Nozzle pipes in C.S (Change of Material) ASTM A53 1 3,570.00 3,570.00 10.36 36,985.20 Ver Remarks 8.

TOTAL AMOUNT BY ADDITION AND DELETION WORKS 13,376.00 US$ 161,179.50The prices don't include the General Sales Taxes (19% IGV) S/. 499,656.45

Ver e-mail de Gustavo Felipetta a Guillermo Contreras del 03/07/09 en respuesta a nuestro correo del 03/07/09 sobre los Pipe Racks pendientes.

ES10-03 de 4 - Rev.0 / ES10-04 de 4 - Rev.0

ES10-03 de 4 - Rev.3 / ES10-04 de 4 - Rev.2

Ver e-mail de Guillermo Contreras del 20/08/09 a Walter Carillo, con el plano sobre la plataforma de acceso al Bustle Ring.

Ver e-mail de Alex Bada del 07/05/09 a IMECON con Copia a Ing. Oswaldo Ledesma, con el Listado de Cambios, en la cual, en el item 9, P&G solicita el diseño y construcción de la plataforma nueva en el nivel +3800 del Cono Inferior.

Checkered Floor for internal Platform in level +3800

Welding of flanges of Conical Bottom of Drying Tower

Ver e-mail de Gustavo Felipetta a IMECON del 20/08/09 con el envío de la minuta de los acuerdo de la teleconferencia del mismo día. En la 6ta viñeta se alude a los trabajos adicionales de la soldadura de las bridas del cono, además de los refuerzos del ci

Supply and application of primer (3 mils) and finish paint (3mils), according scope given by P&G (See Annex No.2)

Ver e-mail de Guillermo Contreras a IMECON del 15/08/09 con su solicitud de cotizar la pintura de acabado, para lo cual adjuntó un cuadro detallado donde se indica las superficies a pintar.

Additional Works: Supply of cladding, piping and fittings for blasters, Ducts and accesories and modificatin of holes in skirt.

Ver e-mail de Gustavo Felipetta a IMECON del 20/08/09 con el envío de la minuta de los acuerdo de la teleconferencia del mismo día. En la 3ra viñeta se alude a estos trabajo y al cambio de material.

G86

user: NOT INCLUDE THE CLADDING WEIGHT

IMECON S.A. AREA TECNICA

document.xls/Pintura/GPG Pág 20 de 23 04/22/2023

PROYECTO : SUMINISTRO Y FABRICACION DE TORRE DE SECADO

CLIENTE: P&G

TORRE DE SECADO3 PINTADO INT Y EXT TANQUES 3329.00 m2 39,478.50 Kg.

e PINTURA M. OBRA ARENADO COSTO COSTO RUBRO COSTO COSTOIT. PRODUCTO Area Num. capa Esp. Total % Perdidas Rmto r Numero Costo Costo Costo Num. Costo Costo Costo TOTAL TOTAL

m2 Capas mils mils Solidos % m2/gln Gln US$/Gln US$ US$/M2 Capas US$/M2 US$ US$/M2 US$/M2 US$ US/m2 US/Kg1 1 Base: Amrcoat 68HS 3329.00 1 3 3 70 40.0% 20.86 1 160.00 87.00 13,920.00 4.18 1 0.60 0.60 3.00 7.78 25,904.40 Pintura 4.29 0.36210 2 Base: Amercoat 385 0.00 2 4 8 66 40.0% 7.43 0 0.00 35.50 0.00 0.00 2 0.60 0.00 0.00 0.00 0.00 M.Obra 0.60 0.05060 3 Acabado: Amerlock 400 0.00 1 4 4 83 40.0% 18.68 0 0.00 32.50 0.00 0.00 1 0.60 0.00 0.00 0.00 0.00 Arenado 3.00 0.2530

160.001 4 Solvente D9-M15 3329.00 20.0% 34.00 11.05 375.7 0.11 0.11 375.70

4.29 0.60 3.00Total 3 89.34813 14,295.70 COSTO TOTAL DEL SISTEMA : 7.89 26,280.10 TOTAL 7.8943 0.6657

IMECON S.A. AREA TECNIC

21/23 04/22/2023

ANEXO No.2

TARIFAS PARA CAMBIOS Y ADICIONALES EN LOS DISEÑOS (US$/HH)

Personal de Ingeniería Tarifas (US$/HH)

Especialidad Tiempo NormalUS$/HH

Ingeniero Supervisor 38.35 Ingeniero Senior 33.06 Ingeniero Junior 21.55 Diseñador 27.14 Detallista 21.55 Revisor 21.55 Dibujante de Auto-CAD 9.67 Secretaria 8.85

Minimo 48 hr/wSUPERVISION (S/Alojam) 40SUPERVISION (C/Alojam y Alim) 85Movilidad por el Cliente

Mensual 9600

SUMINISTRO, FABRICACION, TRANSPORTE Y MONTAJE DE ESTRUCTURAS - HOLCIM GUAYAQUIL, ECUADOR


22/23 04/22/2023

ANEXO No.2

TARIFAS PARA CAMBIOS Y ADICIONALES EN LOS DISEÑOS (US$/HH)

Tarifas (US$/HH)

Sobre TiempoUS$/HH49.85 4042.98 Mes 960028.02 Alojam. Mes 900035.28 Aliment Mes 150028.02 2010028.02 83.7512.88 11.75

5595

13200

SUMINISTRO, FABRICACION, TRANSPORTE Y MONTAJE DE ESTRUCTURAS - HOLCIM GUAYAQUIL, ECUADOR


23/23 04/22/2023

5212480

90001500

2298095.75

Ppto Base y ACU Fabric-Rev.2-GO

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Transcript of Ppto Base y ACU Fabric-Rev.2-GO