analisis detallados generales

8/13/2019 ANALISIS DETALLADOS GENERALES

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AN LIS IS BOGOT CAL I B/QUILLA MEDELLN INSUMO UM CANT. VALOR VALOR VALOR VALOR


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ANLISIS BOGOT CAL I B/QUILLA MEDELLN INSUMO UM CANT. VALOR VALOR VALOR VALOR

ACTIVIDADES PRELIMINARES

CAMPAMENTO 18 M2 unBASE GRANULA R m 2.34 51,480 51,480 51,480 51,031

BISAGRA COMN 3 un 6.00 4,200 4,200 5,400 4,200

GANCHO TEJA ETERNIT 55 MM un 28.00 7,280 7,280 7,252 7,280

MANO DE OBRA AA hc 22.60 245,820 245,820 245,820 245,820

PORTA CANDADO SIMPLE 3 un 2.00 2,000 2,000 1,802 2,000

PUNTILLA CON CABEZA 2 lb 4.00 11,128 11,400 9,424 10,976

RECEBO COMN m 2.34 74,283 74,283 74,283 74,283

TABLA CHAPA ORDINARIO 0.30 m 159.00 245,655 0 0 0

TABLA DE 2 CM X 10 m 159.00 0 0 0 588,300

TABLA OTOBO 0.30 m 159.00 0 250,266 0 0

TABLON CATIVO 0.30 m 159.00 0 0 397,500 0

TEJA ETERNIT NO.6 un 14.00 444,416 454,804 467,012 444,052

VARA DE CLAVO m 22.10 33,150 33,150 33,150 29,459

1,119,413 1,134,684 1,293,124 1,457,402

CAMPAMENTO 9 M2 unBASE GRAN ULA R m 1.17 25,740 25,740 25,740 25,515

BISA GRA COM N 3 un 3.00 2,100 2,100 2,700 2,100

GANCH O TEJA ETER NIT 55 MM un 16.00 4,160 4,160 4,144 4,160

MANO DE OBR A AA hc 15.18 165,113 165,113 165,113 165,113

PORTA CANDADO SIMPLE 3 un 2.00 2,000 2,000 1,802 2,000PUNTILLA CON CABEZA 2 lb 3.00 8,346 8,550 7,068 8,232

RECEB O COM N m 1.17 37,142 37,142 37,142 37,142


TABLA DE 2 CM X 10 m 90.00 0 0 0 333,000

TABLA OTOBO 0.30 m 90.00 0 141,660 0 0

TABLON CATIVO 0.30 m 90.00 0 0 225,000 0


VARA DE CLAVO m 12.40 18,600 18,600 18,600 16,529

656,203 664,953 754,173 847,535

CAMPAMENTO CONTENEDOR M2 ALQUILER msCONTENEDOR BODEGA 20 ms 3.00 1,080,000 1,080,000 1,080,000 1,080,000

MONTACARGAS 3.5 TN h 2.00 94,000 94,000 94,000 94,000

TRANSPORTE CONTENEDOR 20 un 2.00 520,000 520,000 520,000 520,000

1,694,000 1,694,000 1,694,000 1,694,000

CAMPAMENTO SHELTER M2 ALQUILER msMONTACARGAS 5.0 TN h 2.00 128,000 128,000 128,000 128,000

SHELTER OFICINA 40 ms 3.00 4,740,000 4,740,000 4,740,000 4,740,000

TRANSPORTE CONTENEDOR 40 un 2.00 650,000 650,000 650,000 650,000

5,518,000 5,518,000 5,518,000 5,518,000

CERCA EN ALAMBRE DE PUA mALAMBRE DE PUAS NO 12 kg 4.00 6,480 6,400 6,400 6,900MANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

PUNTILLA CON CABEZA 2 lb 0.03 83 86 71 82

VARA DE CLAVO m 0.80 1,200 1,200 1,200 1,066

12,114 12,036 12,021 12,400

CERCA EN TABLA mMANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351


TABLA CHAPA 3 M m 3.33 4,802 0 0 4,662

TABLA OTOBO 1X10 2.9 m 3.33 0 18,981 0 0

TABLON CATIVO 3 M m 3.33 0 0 4,995 0

VARA DE CLAVO m 1.30 1,950 1,950 1,950 1,733

VARA DE CORR EDOR L = 6.00 m 1.30 1,243 1,243 1,243 1,243

12,540 26,724 12,704 12,181

CERCA LAMINA BASE H/2.25 mAGUA lt 3.07 37 37 37 37

ARENA DE PEGA m 0.01 0 0 0 125

ARENA DE PEA m 0.01 310 0 0 0ARENA DE REVOQUE m 0.01 0 0 100 0

ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMEN TO GRIS kg 5.16 929 1,032 1,156 1,063

CUBI ERTA TRA PEZO IDAL ACESC O 3.05 un 0.54 14,138 14,138 14,138 14,138

LADRILLO BOCADILLO RECOCIDO un 12.88 0 0 0 2,628

LADRILLO LIMPIO 10-29 un 12.88 0 5,796 0 0

LADRILLO TOLETE RECOCIDO un 12.88 4,122 0 3,297 0

MANO DE OBR A AA hc 1.85 20,122 20,122 20,122 20,122

PERFIL ABIERTO GALVANIZADO 120 X 60 CAL.16 un 2.45 176,437 176,437 176,437 176,437

TORNI LLO PARA MADE RA 1 NO.6 un 6.55 118 118 118 105

216,212 217,935 215,405 214,654

DEMOL.PLACAS MACIZAS 0.30 mCOMPRESOR DE 2 MARTILLOS h 1.00 34,800 34,800 34,800 34,800

MANO DE OBR A AA hc 1.50 16,316 16,316 16,316 16,316

VOLQU ETA M3 vj 0.40 15,200 14,208 15,020 17,183

66,316 65,324 66,136 68,299

DEMOLICIN MUROS 0.15 mMANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

VOLQUETA M3 vj 0.15 5,700 5,328 5,633 6,444

10,051 9,679 9,983 10,795DEMOLICIN MUROS 0.25 mMANO DE OBRA AA hc 0.46 5,003 5,003 5,003 5,003

VOLQUETA M3 vj 0.25 9,500 8,880 9,388 10,740

14,503 13,883 14,391 15,743

DEMOLICIN PLACAS ALIGER. 0.25 mMANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

VOLQU ETA M3 vj 0.32 12,160 11,366 12,016 13,747

23,037 22,243 22,893 24,624

DEMOLICIN PLACAS MACIZAS 0.15 mCOMPRESOR DE 2 MARTILLOS h 1.00 34,800 34,800 34,800 34,800

MANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

VOLQU ETA M3 vj 0.20 7,600 7,104 7,510 8,592

53,277 52,781 53,187 54,269

DEMOLICIN PLACAS MACIZAS 0.30 mCOMPRESOR DE 2 MARTILLOS h 1.00 34,800 34,800 34,800 34,800

MANO DE OBR A AA hc 1.50 16,316 16,316 16,316 16,316

VOLQU ETA M3 vj 0.40 15,200 14,208 15,020 17,183

66,316 65,324 66,136 68,299

DEMOLICIN PLACAS PISO m

COMPRESOR DE 2 MARTILLOS h 1.00 34,800 34,800 34,800 34,800MANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

VOLQUETA M3 vj 0.10 3,800 3,552 3,755 4,296

49,477 49,229 49,432 49,973

DEMOLICIN VIGAS Y COLUMNAS mCOMPRESOR DE 2 MARTILLOS h 1.00 34,800 34,800 34,800 34,800

MANO DE OBR A AA hc 8.00 87,016 87,016 87,016 87,016

VOLQUETA M3 vj 1.00 38,000 35,520 37,550 42,958

159,816 157,336 159,366 164,774

DESCAPOTE A MAQUINA mCARGADOR FRONTAL d 0.01 2,200 1,740 2,200 2,164

VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

16,260 14,882 16,094 18,059

DESMONTE APARATOS SANITARIOS unMANO DE OBRA AA hc 1.20 13,052 13,052 13,052 13,052

VOLQUETA M3 vj 0.10 3,800 3,552 3,755 4,296

16,852 16,604 16,807 17,348


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CONSTRUDATA2

DESMONTE CUBIERTAS ASBESTO CEMENTO mMANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263

VOLQU ETA M3 vj 0.05 1,900 1,776 1,878 2,148

5,163 5,039 5,141 5,411

DESMONTE MARCOS Y PUERTAS unMANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263

VOLQUETA M3 vj 0.10 3,800 3,552 3,755 4,296

7,063 6,815 7,018 7,559EXCAVACION MECANICA mCARGADOR FRONTAL d 0.02 4,400 3,480 4,400 4,328

VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

18,460 16,622 18,294 20,223

EXPLANACION Y EXTENDIDA mBULLDOZER D-6 h 0.02 900 900 900 900

900 900 900 900

EXPLANACION Y RETIRO mBULLDOZER D-6 h 0.03 1,350 1,350 1,350 1,350

CARGADOR FRONTAL d 0.02 4,400 3,480 4,400 4,328

VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

19,810 17,972 19,644 21,573

LETRINA 2.00X1.00 unBASE GRANULA R m 0.10 2,200 2,200 2,200 2,181

BISA GRA COM N 3 un 3.00 2,100 2,100 2,700 2,100

CONCRETO CORRIENTE 2000 PSI m 0.10 28,385 27,910 23,942 28,420

GANCHO TEJA ETERNIT 55 MM un 8.00 2,080 2,080 2,072 2,080

MANO DE OBRA AA hc 6.00 65,262 65,262 65,262 65,262

PORTA CANDADO SIMPLE 3 un 1.00 1,000 1,000 901 1,000


RECEB O COM N m 0.10 3,175 3,175 3,175 3,175TABLA CHAPA 3 M m 42.00 60,564 0 0 58,800

TABLA OTOBO 1X10 2.9 m 42.00 0 239,400 0 0

TABLON CATIVO 3 M m 42.00 0 0 63,000 0

TAZA CAMPESINA MANCESA un 1.00 41,890 41,890 48,000 41,890

TEJA TEJALIT DOBLEANCHO NO.4 un 4.00 52,764 55,176 51,796 52,720

TUBO DE GRES 4 un 10.00 81,200 61,250 81,500 82,500

VARA DE CLAVO m 14.00 21,000 21,000 21,000 18,662

364,958 525,862 368,375 362,082

RED ELECTRICA PROVISIONAL L/50 M unBASTIDOR AMARILLO 2X2 3 M m 5.00 0 17,500 0 0

CABLE ALUMINIO AISLADO PVC 1/0 AWG m 65.00 738,595 738,595 738,595 738,595

CABL E ALUM INIO AISL ADO PVC 2/0 AWG m 130.00 1,801,150 1,801,150 1,801,150 1,801,150

CAJA CON ESPACI O PARA 4 CIRCU ITOS un 1.00 12,180 12,180 12,180 12,180

CORREA DE 2X2 DURMIENTE m 5.00 0 0 17,500 0

DURMIENTE ORDINARIO 4 M m 5.00 17,500 0 0 0

LARGUERO ORDINARIO 3 M m 5.00 0 0 0 4,025

MANO DE OBRA BB hc 20.00 239,300 239,300 239,300 239,300

TACO TERMOMAGNTICO UNIPOLAR HQP 30A un 4.00 19,088 19,088 19,088 19,200

TOMA TRIFSICA un 5.00 12,400 15,000 16,355 12,400

VARA DE CLAVO m 35.00 52,500 52,500 52,500 46,655SUB-CONTRATO ELECTRICO % 38.00 1,099,231 1,100,219 1,100,734 1,091,932

3,991,944 3,995,532 3,997,402 3,965,437

RED PROVISIONAL TELEFONOS unCABLE TELFONOS 2 PARES m 65.00 105,430 105,430 105,430 105,430

CAJA GALVANIZADA 5800 un 6.00 1,866 1,770 1,866 1,866

MANO DE OBRA BB hc 20.00 239,300 239,300 239,300 239,300

TOMA TELEFNICA un 5.00 12,020 14,600 14,090 12,610

VARA DE CLAVO m 30.00 45,000 45,000 45,000 39,990

SUB-CONTRATO ELECTRICO % 38.00 153,374 154,318 154,161 151,694

556,990 560,418 559,847 550,890

RELLENO MATERIAL EN SITIO mBULLDOZER D-6 h 0.02 900 900 900 900

VIBROCOMPACTADOR ELCTRICO d 0.03 870 870 848 825

VOLQU ETA M3 vj 0.45 17,100 15,984 16,898 19,331

18,870 17,754 18,646 21,056

REPLANTEO mBASTIDOR OTOBO 2X2 2.9 m 1.00 0 2,500 0 0

DURMIENTE ABARCO 4 M m 1.00 4,785 0 0 7,500

LARGUERO ABARCO 4 M m 1.00 0 0 2,700 0

MANO DE OBRA AA hc 0.28 3,046 3,046 3,046 3,046PUNTILLA CON CABEZA 1 lb 0.02 51 36 51 40


7,937 5,639 5,843 10,641

REPLANTEO CANCHAS mBASTIDOR OTOBO 2X2 2.9 m 0.10 0 250 0 0

DURMIENTE ABARCO 4 M m 0.10 479 0 0 750

LARGUERO ABARCO 4 M m 0.10 0 0 270 0

MANO DE OBRA AA hc 0.02 218 218 218 218


974 753 723 1,242

ANLISIS COMPUESTOS

BAO NO. 1 / 4 AP. ACUACER unCERRADURA SCHLAGE BAO A40S ALUMINIO un 1.00 24,824 24,824 22,388 22,388

CERMICA CORONA CORSICO 20.5X30.5 m 1.00 22,000 22,000 22,000 22,000

DUCHA PISCIS SIN SB SU 8 CR un 1.00 37,800 26,999 26,999 26,999

ESPEJO CRISTAL BELGA 5MM m 0.80 34,400 34,400 34,400 22,643

ESTUCO VENECIANO m 1.00 29,000 30,000 28,500 29,200

JUEGO INCRUSTACIONES ACUACER un 1.00 26,500 26,500 26,500 26,500

ACCESORIOS DE GRES 4 un 1.00 21,346 21,310 21,177 21,260

ESMALTE SOBRE MADERA LLENA m 2.88 37,796 34,734 36,478 37,960ESTUCO Y VINILO 3 MANOS m 3.60 32,728 32,870 34,397 34,298

INSTAL ACIN Y DOTACIO N BAO NO.1 un 1.00 2,683,189 2,705,149 2,666,513 2,351,028

JUEGOS INCRUSTAR un 1.00 77,936 63,233 63,433 63,195

OLIMPIA BRILL.BASE 20X20 m 25.47 936,236 934,398 940,287 931,101

PIRLAN DUCHA PORC. 20X20 m 0.90 23,342 23,285 23,38 3 23,274

PUERTAS DUCHAS POLIESTIR. m 1.70 161,500 190,400 161,500 170,000

PUERTAS MARCO Y HOJA un 1.00 255,928 176,896 175,366 201,317

4,404,525 4,346,998 4,283,321 3,983,162

BAO NO. 2 / 4 AP. STILO unCERRADURA SCHLAGE BAO A40S ALUMINIO un 1.00 24,824 24,824 22,388 22,388


REJILLA SOSCO 3X2 un 1.00 3,586 3,500 3,100 3,320

ESMALTE SOBRE MADERA LLENA m 2.88 37,796 34,734 36,478 37,960

ESTUCO Y VINILO 3 MANOS m 3.60 32,728 32,870 34,397 34,298

INSTALACIN Y DOTACION BAO NO.2 un 1.00 2,684,075 2,637,629 2,619,489 2,617,384

JUEGOS INCRUSTAR STILO un 1.00 278,431 278,277 278,477 278,238





4,472,845 4,371,212 4,329,264 4,341,922












3,550,6 90 3,355,155 3,274,718 3,261,93 0

BAO NO. 4 / 3 AP. STILO unCERRADURA SCHLAGE BAO A40S ALUMINIO un 1.00 24,824 24,824 22,388 22,388





INSTALACIN Y DOTACION BAO NO.4 un 1.00 1,882,818 1,917,499 1,900,348 1,905,915JUEGOS INCRUSTAR STILO un 1.00 278,431 278,277 278,477 278,238





3,612,444 3,609,165 3,549,764 3,576,611






INSTAL ACIN Y DOTACIO N BAO NO.5 un 1.00 1,646,92 9 1,504,116 1,466,38 0 1,437,725





2,887,675 2,692,9 29 2,611,154 2,606,4 01

BAO NO. 6 / 2 AP. STILO un

CERRADURA SCHLAGE BAO A40S ALUMINIO un 1.00 24,824 24,824 22,388 22,388ESPEJO CRISTAL BELGA 5MM m 0.80 34,400 34,400 34,400 22,643





JUEGOS INCRUSTAR STILO un 1.00 278,431 278,277 278,477 278,238




3,045,756 3,043,652 2,982,374 3,015,000

INSTALACIN Y DOTACION BAO NO.1 unBID CORONA PRESTIGIO un 1.00 572,000 503,000 503,000 503,000

LAVAMANOS ATHENAS CONJ. CL-O un 1.00 361,900 314,000 277,724 277,724

MEZCLADOR ATHENAS CRO SIN SAL un 1.00 104,000 380,000 380,000 104,000

SANITARIO 30948/100 un 1.00 321,000 185,100 184,000 163,500

INSTALACIN APARATO SANITARIO un 4.00 108,297 108,021 108,380 107,952

PUNTO AGUA CALIENTE CPVC un 3.00 233,707 233,707 233,707 232,452




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3

ANLISIS COMPUESTOS / CARPINTERA MADERA

PUNTO AGUA FRIA PVC un 4.00 314,569 312,446 312,446 310,284

PUNTO DESAGUE PVC 3;4 un 4.00 378,734 378,734 378,734 370,362

SALIDA LAMPARA TOMA PVC un 3.00 288,982 290,141 288,522 281,753

2,683,189 2,705,149 2,666,513 2,351,028

INSTALACIN Y DOTACION BAO NO.2 unBID CORONA STILO un 1.00 330,300 249,000 249,000 249,000

LAVAMANOS STILO 71580/115 un 1.00 227,586 221,880 205,000 221,880

MEZCLADOR ATHENAS CRO-O CON SAL un 1.00 389,000 430,800 430,800 430,800SANITARIO STILO 80538/118 un 1.00 412,900 412,900 412,900 412,900






2,684,0 75 2,637,629 2,619,489 2,617,384

INSTALACIN Y DOTACION BAO NO.3 unLAVAMANOS ATHENAS CONJ. CL-O un 1.00 361,900 314,000 277,724 277,724

MEZCLADOR ATHENAS CRO-O CON SAL un 1.00 389,000 430,800 430,800 430,800

SANITARIO 30948/100 un 1.00 321,000 185,100 184,000 163,500






2,021,559 1,878,532 1,840,346 1,806,276

INSTALACIN Y DOTACION BAO NO.4 unLAVAMANOS STILO 71580/115 un 1.00 227,586 221,880 205,000 221,880


SANITARIO STILO 80538/118 un 1.00 412,900 412,900 412,900 412,900INSTALACIN APARATO SANITARIO un 3.00 81,223 81,016 81,285 80,964





1,882,818 1,917,499 1,900,34 8 1,905,915

INSTALACIN Y DOTACION BAO NO.5 unLAVAMANOS ATHENAS CONJ. CL-O un 1.00 361,900 314,000 277,724 277,724


SANITARIO 30948/100 un 1.00 321,000 185,100 184,000 163,500






1,646,92 9 1,504,116 1,466,38 0 1,437,725

INSTALACIN Y DOTACION BAO NO.6 unLAVAMANOS STILO 71580/115 un 1.00 227,586 221,880 205,000 221,880


SANITARIO STILO 80538/118 un 1.00 412,900 412,900 412,900 412,900INSTALACIN APARATO SANITARIO un 2.00 54,148 54,010 54,190 53,976





1,604,515 1,639,796 1,622,55 6 1,631,281

CARPINTERIA MADERA

BARANDA EN MADERA mCEDRO MACHO PIEZA 3.0 un 0.70 35,000 35,000 35,000 35,000

MANO DE OBRA DD hc 1.00 13,052 13,052 13,052 13,052

PUNTILLA SIN CABEZA 1 lb 0.25 673 675 673 548

TORNILLO PARA MADERA 2 NO.9 un 2.00 64 52 64 52

SUB-CONTRATO CARPINTERIA % 45.00 21,955 21,951 21,955 21,893

70,744 70,730 70,744 70,54 5

CLOSET FLORMORADO m

BISAGRA COMN 3 un 1.00 700 700 900 700MADERA FLORMORADO PIEZA un 0.52 19,302 19,760 19,302 19,302

MANO DE OBRA DD hc 6.31 82,358 82,358 82,358 82,358

PEGAN TE COLB N kl 0.25 2,113 1,813 2,113 2,108




152,288 152,478 152,578 152,132

CLOSET FOLDING DOOR AMERICA mCLOSET AMERICANO METAL m 1.00 125,860 125,860 141,000 125,860

125,860 125,860 141,000 125,860

CLOSET FOLDING DOOR INGLES mCLOSET INGLES METAL m 1.00 134,560 134,560 135,800 134,560

134,560 134,560 135,800 134,560

CLOSET FOLDING DOOR SEVILLA mCLOSET SEVILL A METAL/RE J. m 1.00 148,016 148,016 152,000 148,016

148,016 148,016 152,000 148,016

CLOSET FOLDING DOOR VENECIA mCLOSET VENECIA METAL m 1.00 154,744 154,744 172,000 154,744

154,744 154,744 172,000 154,744

CLOSET FORRADO FLORMORADO mBISAGRA COMN 3 un 1.39 973 973 1,251 973

MADERA FLORMORADO PIEZA un 0.60 22,272 22,800 22,272 22,272

MANO DE OBRA DD hc 9.21 120,209 120,209 120,209 120,209

PEGAN TE COLB N kl 0.25 2,113 1,813 2,113 2,108PUNTILLA SIN CABEZA 1 lb 0.50 1,346 1,350 1,346 1,096



213,201 213,505 213,604 212,799

CLOSET TIPO A FORRADO mBISAGRA COMN 3 un 1.39 973 973 1,251 973

CAOBA PIEZA un 1.04 0 14,040 0 0

CEDRO CAQUETA PIEZA un 1.04 0 0 0 35,859

CEDRO MACHO PIEZA 3.0 un 1.04 84,448 0 0 0

MANO DE OBRA DD hc 9.21 120,209 120,209 120,209 120,209

PEGAN TE COLB N kl 0.25 2,113 1,813 2,113 2,108

PUNTILLA SIN CABEZA 1 lb 0.50 1,346 1,350 1,346 1,096

TABLON ABARCO 1`X8 un 1.04 0 0 11,440 0


TRIP LEX PIZ ANO 4 MM 1.22 X 2.44 un 2.18 73,115 73,115 73,115 73,115


409,373 306,819 303,914 338,517

CLOSET TIPO B mBISAGRA COMN 3 un 0.76 532 532 684 532

CAOBA PIEZ A un 0.87 0 11,745 0 0

CEDRO CAQUETA PIEZA un 0.87 0 0 0 29,998CEDRO MACHO PIEZA 3.0 un 0.87 70,644 0 0 0

MANO DE OBRA DD hc 6.31 82,358 82,358 82,358 82,358

PEGAN TE COLB N kl 0.25 2,113 1,813 2,113 2,108






332,5 07 246,630 244,170 273,413

CLOSET VARTEL MADERA mCLOSET MADERA TRIPLEX m 1.00 180,000 180,000 157,000 187,200

180,000 180,000 157,000 187,200

DIFUSOR - FLORMORADO mMADERA FLORMORADO PIEZA un 0.80 29,696 3 0,400 29,696 29,696

MANO DE OBR A DD hc 2.69 35,110 35,110 35,110 35,110

PEGANTE COLBN kl 0.10 845 725 845 843



95,584 96,432 95,584 95,509

DIFUSORES- MARCO PARA VIDRIO mCAOBA PIEZA un 0.80 0 10,800 0 0



MANO DE OBRA DD hc 2.89 37,720 37,720 37,720 37,720

PEGANTE COLBN kl 0.10 845 725 845 843




150,502 71,797 69,070 96,232

ENCHAPES MUROS EN TRIPLEX mLISTON MONTERREY 1X2X3 m 2.00 0 0 844 0

LISTON OTOBO m 2.00 0 2,100 0 0

LISTN DE ORDINARIO m 2.00 0 0 0 1,462

LIST N M.H. PINO CIPR ES m 2.00 17,160 0 0 0

MANO DE OBRA DD hc 0.50 6,526 6,526 6,526 6,526

PEGANTE BOXER un 0.10 2,545 2,768 2,600 2,723

TRIPLEX OKUME PIZANO 4 MM 1.22 X 2.44 un 0.36 14,967 14,967 14,967 14,967


59,736 38,223 36,158 37,232

ENCHAPES MUROS FLORMORADO mCHAZO MADERA .04X.04 un 2.00 500 500 500 500MANO DE OBRA DD hc 0.50 6,526 6,526 6,526 6,526

PEGANTE BOXER un 0.10 2,545 2,768 2,600 2,723

TRIPLEX FORMAPLAC 18MM 1.22 X 2.44 un 0.35 44,820 44,820 44,820 44,820


78,866 79,190 78,947 79,125

HOJA PUERTA FLORMORADO.60 unCAOBA PIEZA un 0.32 0 4,320 0 0



MANO DE OBRA DD hc 1.72 22,449 22,449 22,449 22,449

PEGANTE COLBN kl 0.15 1,268 1,088 1,268 1,265





350,981 319,308 318,408 329,226


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CONSTRUDATA4




MANO DE OBRA DD hc 1.72 22,449 22,449 22,449 22,449

PEGANTE COLBN kl 0.15 1,268 1,088 1,268 1,265


TABLON ABARCO 1`X8 un 0.34 0 0 3,740 0TRIPLEX FORMAPLAC 18MM 1.22 X 2.44 un 1.00 128,057 128,057 128,057 128,057


260,494 226,858 225,885 237,385




MANO DE OBRA DD hc 1.72 22,449 22,449 22,449 22,449

PEGANTE COLBN kl 0.15 1,268 1,088 1,268 1,265





355,690 320,091 319,046 331,226

HOJA PUERTA FORTEC 0.70 unMANO DE OBR A DD hc 0.70 9,136 9,136 9,136 9,136

PUERTA FORTEC RESIDENCIAL 0.71 un 1.00 38,541 39,000 39,900 37,840

47,677 48,136 49,036 46,976


PUERTA FORTEC RESIDENCIAL 0.71 un 1.00 38,541 39,000 39,900 37,840 47,677 48,136 49,036 46,976



88,636 78,676 88,636 76,336



96,586 85,630 96,586 83,056



107,656 128,806 111,136 105,916

HOJA PUERTA TRIPLEX 0.81 unMANO DE OBR A DD hc 0.70 9,136 9,136 9,136 9,136

PUER TA PIZ ANO 0.30- 0.50 un 1.00 67,941 67,941 67,941 67,941

77,077 77,077 77,077 77,077

HOJA PUERTA TRIPLEX 1.01 unMANO DE OBR A DD hc 0.70 9,136 9,136 9,136 9,136

PUERTA PIZANO INTERES SOCIAL 0.51 - 0.75 un 1.00 44,409 44,409 44,409 44,409 53,545 53,545 53,545 53,545

MUEBLE BAJO .80 mBISAGRA COMN 3 un 4.66 3,262 3,262 4,194 3,262

CAOBA PIEZA un 0.90 0 12,150 0 0



MANO DE OBR A DD hc 8.45 110,289 110,289 110,289 110,289

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686

PUNTILLA SIN CABEZA 1 lb 0.40 1,076 1,080 1,076 877

TABLON CEIBA un 0.90 0 0 56,700 0


TRIPLEX PIZANO 4 MM 1.22 X 2.44 un 1.74 58,358 58,358 58,358 58,358


359,570 270,818 337,170 298,24 4

MUEBLE H/.80 FLORMORADO mBISAGRA COMN 3 un 4.66 3,262 3,262 4,194 3,262


MANO DE OBR A DD hc 8.45 110,289 110,289 110,289 110,289

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686

PUNTILLA SIN CABEZA 1 lb 0.45 1,211 1,215 1,211 986TORNILLO PARA MADERA 2 NO.9 un 6.98 223 181 223 181



327,146 327,407 328,498 326,754

MUEBLE LINOS FLORMORADO mMADERA FLORMORADO PIEZA un 0.52 19,302 19,760 19,302 19,302

MANO DE OBRA DD hc 6.00 78,312 78,312 78,312 78,312

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686





209,777 210,055 209,777 209,623

MUEBLE TIPO LINOS mCAOBA PIEZ A un 0.87 0 11,745 0 0



MANO DE OBRA DD hc 6.00 78,312 78,312 78,312 78,312

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686






258,139 172,350 169,582 199,048PASAMANOS ESCAL. .15X.02 mCEDRO MACHO PIEZA 3.0 un 0.10 5,000 5,000 5,000 5,000

MANO DE OBRA DD hc 1.00 13,052 13,052 13,052 13,052




26,658 26,642 26,658 26,569

PASAMANOS FLORM. 15X.02 mMADERA FLORMORADO PIEZA un 0.17 6,310 6,460 6,310 6,310

MANO DE OBRA DD hc 1.00 13,052 13,052 13,052 13,052




29,144 29,347 29,144 28,94 5

PIRLAN .10 FLORMORADO mMADERA FLORMORADO PIEZA un 0.09 3,341 3,420 3,341 3,341

MANO DE OBRA DD hc 0.92 12,008 12,008 12,008 12,008



SUB- CONTR ATO CARP INTE RIA % 45.00 7,105 7,136 7,105 7,068

22,895 22,994 22,895 22,776

PIRLANES DE MADERA .10 mCAOBA PIEZA un 0.09 0 1,215 0 0



MANO DE OBRA DD hc 0.92 12,008 12,008 12,008 12,008


TABLON ABARCO 1`X8 un 0.09 0 0 990 0



28,647 19,797 19,486 22,431

PUERTA FLORMORADO MARCO Y HOJA unBISA GRA COM N 3 un 3.00 2,100 2,100 2,700 2,100


MANO DE OBRA DD hc 3.00 39,156 39,156 39,156 39,156

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686





366,679 366,741 367,549 366,264PUERTAS MARCO Y HOJA unBISA GRA COM N 3 un 3.00 2,100 2,100 2,700 2,100

CAOBA PIEZA un 0.80 0 10,800 0 0



MANO DE OBRA DD hc 3.00 39,156 39,156 39,156 39,156

PEGANTE COLBN kl 0.20 1,690 1,450 1,690 1,686






255,928 176,896 175,366 201,317

VENTANERIA EN MADERA mBISAGRA COMN 3 un 1.00 700 700 900 700

CAOBA PIEZA un 0.46 0 6,210 0 0



MANO DE OBRA DD hc 2.50 32,630 32,630 32,630 32,630

PEGANTE COLBN kl 0.13 1,099 943 1,099 1,096PUNTILLA SIN CABEZA 1 lb 0.13 350 351 350 285




104,867 59,435 58,334 73,555

CARPINTERIA METALICA

CAJAS CONTADORES AGUA unANTICORROSIV O ROJO CLARO gl 0.02 640 620 616 616

BISAGRA ALUMINIO EXT 2 un 0.51 434 434 459 434

LMINA COLD ROLLED CAL.16 un 0.37 21,659 21,659 21,659 19,609

SOLDADURA ELCTRICA 004-3/23 kg 0.68 2,788 2,788 2,788 2,788

SUB-CONTRATO ORNAMENTACION % 50.00 12,760 12,750 12,761 11,724

38,281 38,251 38,284 35,171




5/28



5

CELOSIA ALUMINIO mCELOSA EN ALUMINIO m 1.00 80,000 79,900 80,000 85,000

80,000 79,900 80,000 85,000

CERRAMIENTO CANCHA TENIS mMALLA PLASTIFIC ADA CAL. 10 H= 2.0 m 1.00 10,904 8,695 10,904 14,904

PLATINA HIERRO 1/2 X 1/8 m 1.36 811 811 811 910

SOLDADURA SP-13 1/8 kl 0.04 240 232 300 255

TUBO ESTR UCT. GALVAN IZA DO 1 m 0.11 1,136 1,136 1,136 1,137TUBO ESTRUCT. GALVANIZADO 2 m 0.42 8,715 8,601 8,715 8,715

NGULO HIERRO 2 1/2 X 3/16 m 0.92 7,994 7,576 7,576 8,694

SUB-CONTRATO DE ORNAMENTACION % 50.00 14,900 13,526 14,721 17,307

44,699 40,577 44,162 51,921

ESCALERA DE GATO mANTICORROSIV O ROJO CLARO gl 0.01 320 310 308 308

SOLDADURA ELCTRICA 004-3/23 kg 0.01 41 41 41 41

TUBO GALVANIZADO 1 m 5.00 51,560 25,135 62,850 51,560


77,882 38,229 94,799 77,864

MARCOS PUERTAS LAMINA-.80 unANTICORROSIV O ROJO CLARO gl 0.02 640 620 616 616

BISAGRA ALUMINIO EXT 3 un 3.00 5,400 5,100 5,700 5,100




56,685 56,205 57,099 51,678

MARCOS TAPAS CAJA INSPECCION unACERO FIGURADO 37000 PSI 1/4 kg 8.40 15,103 18,077 15,103 23,890

PLATINA 1 1/4 X 1/4 kg 3.36 64,441 64,441 64,441 40,448

SOLDADURA ELCTRICA 004-3/23 kg 0.20 820 820 820 820NGULO HIERRO 2 X 1/4 un 3.36 140,959 140,959 141,557 169,210

SUB- CONTR ATO DE ORNA MENTAC ION % 50.00 110,662 112,148 110,961 117,183

331,985 336,445 332,882 351,550

MARQUESINAS LAMINA mANTICORROSIV O ROJO CLARO gl 0.02 640 620 616 616

LM INA COLD ROLL ED CAL.16 un 0.43 25,172 25,172 25,172 2 2,789


TUBO ESTRUCT. GALVANIZADO 1 m 1.05 10,847 10,847 10,847 10,850


56,340 56,310 56,304 52,736

PUERTA CANCHA TENIS 1X1 unMALLA PLASTIFIC ADA CAL. 10 H= 2.0 m 1.00 10,904 8,695 10,904 14,904

PLATI NA HIER RO 1/2 X 1/8 m 2.00 1,192 1,192 1,192 1,338

SOLDADURA 60.13 DE 1/8 kg 0.05 207 190 207 160


NGULO HIERRO 2 X 3/16 m 2.00 10,382 9,600 10,382 12,590


65,018 60,50 6 65,018 74,487

PUERTA ELECTRICA CORREDIZA un

MANO DE OBRA AA hc 4.00 43,508 43,508 43,508 43,508PUERTA ELCTRICA CORREDIZA un 1.00 5,220,000 5,220,000 5,220,000 5,637,600


6,053,034 6,053,034 6,053,034 6,533,274

PUERTAS LAMINA mANTICORROSIV O ROJO CLARO gl 0.05 1,600 1,550 1,540 1,541





142,103 141,916 142,126 129,435

PUERTAS VENTANAS LAMINA mANTICORROSIV O ROJO CLARO gl 0.23 7,360 7,130 7,084 7,089




NGULO HIERRO 3/4 X 1/8 m 1.05 1,299 1,208 1,299 1,167


57,389 56,644 57,237 52,809

REJA BANCARIA m

ANTICORROSIV O ROJO CLARO gl 0.20 6,400 6,200 6,160 6,164HIERRO CUADRADO 9 MM un 1.74 12,984 12,984 12,984 12,636



32,766 32,466 32,406 31,890

REJAS LAMINA mANTICORROSIV O ROJO CLARO gl 0.02 640 620 616 616



TUBO MUEBLE CAL.18 1 m 7.35 23,072 2 3,072 23,072 23,072

SUB- CONTR ATO DE ORNA MENTACI ON % 50.00 17,723 17,713 17,711 17,239

53,170 53,140 53,134 51,717

REJILLAS PISO .30 mACERO FIGURADO 60000 PSI 1 kg 10.44 18,771 22,467 18,771 19,251

ANTICORROSIV O ROJO CLARO gl 0.01 320 310 308 308


NGULO HIERRO 3/4 X 1/8 m 4.10 5,072 4,715 5,072 4,555

SUB- CONTR ATO DE ORNA MENTAC ION % 50.00 14,131 15,796 14,125 14,107

42,394 47,388 42,376 42,322

SOMBRERETE PARA CHIMENEA T-C unLM INA GALVAN IZA DA .20 un 0.35 14,125 14,125 14,125 14,962

SOLDADURA 60.13 DE 1/8 kg 0.20 828 760 828 641

TORNILLO ACERO 1/2X1/4 un 8.00 520 496 520 520


27,852 27,686 27,852 29,022

TAPAS SHUT LAMINA unANTICORROSIV O ROJO CLARO gl 0.02 640 620 616 616LMINA COLD ROLLED CAL.16 un 0.50 29,270 29,270 29,270 26,499



47,693 47,663 47,657 43,50 2

VENTANA ALUMINIO CORREDIZA mVENTANA CORREDIZA 1.2X1.2 m 1.00 90,000 75,000 90,000 67,000

90,000 75,000 90,000 67,000

VENTANA ALUMINIO ECONOMICA mVENTANA CORREDIZA 1.2X1.2 m 1.00 90,000 75,000 90,000 67,000

90,000 75,000 90,000 67,000

VENTANA ALUMINIO FIJA mVENTANA ALUMINIO FIJA m 1.00 69,000 78,500 69,000 82,564

69,000 78,500 69,000 82,564

VENTANA ALUMINIO GUILLOTINA mVENTANA PROYECTANTE 1.5X2.0 m 1.00 90,000 76,000 90,000 79,885

90,000 76,000 90,000 79,885

VENTANAS LAMINA mANTICORROSIV O ROJO CLARO gl 0.23 7,360 7,130 7,084 7,089

BISAGRA ALUMINIO EXT 2 un 1.05 893 893 945 893

LMINA COLD ROLLED CAL.18 un 0.44 20,636 20,636 20,636 18,656MANIJA PARA VENTANA un 1.00 2,000 2,000 2,500 2,000


NGULO HIERRO 3/4 X 1/8 m 1.94 2,400 2,231 2,400 2,155


50,916 50,318 51,331 47,172

CIELOS RASOS

APLIQUE YESO mAPLIQUE DE LUZ un 1.00 38,280 38,280 27,232 33,000

38,280 38,280 27,232 33,000

ARMADURA MADERA Y MALLA mCUARTON OTOBO 2X4 2.9 m 2.16 0 9,720 0 0

LISTON ABARCO 3 M m 2.16 0 0 10,800 0

MALLA CON VENA 0.60X2.00 un 0.73 3,201 3,285 3,075 2,409

MANO DE OBR A AA hc 1.10 11,965 11,965 11,965 11,965


REPI SA ORDI NARI O 3 M m 2.16 2,179 0 0 2,117 17,456 25,084 25,934 16,600

CIELO RASO BOVEDAS DRYWALL mCIELO RASO DRY-WALL BVEDA m 1.00 25,000 27,217 25,000 25,000

MANO DE OBR A DD hc 1.38 18,012 18,012 18,012 18,012

VINILTEX gl 0.04 1,596 1,596 1,869 1,800

SUB-CONTRATO INSTALACION % 20.00 8,922 9,365 8,976 8,962

53,529 56,190 53,856 53,774

CIELO RASO DURACUSTIC mFIBERGLASS DURACUSTIC 5/8 lm 1.00 11,240 12,589 11,240 11,240

MANO DE OBR A BB hc 1.00 11,965 11,965 11,965 11,965


33,183 35,112 33,183 33,183

CIELO RASO PLANO DRYWALL mCIELO RASO DRY-WALL PLANO m 1.00 35,620 34,705 33,250 33,950

MANO DE OBR A DD hc 1.13 14,749 14,749 14,749 14,749

VINILTEX gl 0.04 1,596 1,596 1,869 1,800


62,358 61,260 59,841 60,599

CIELO RASO TABLEX 19MM m

CUARTON OTOBO 2X4 2.9 m 2.54 0 11,430 0 0LISTON ABARCO 3 M m 2.54 0 0 12,700 0

MANO DE OBR A AA hc 1.30 14,140 14,140 14,140 14,140

MERULEX I.F.A.TRANSPARENTE (20 KG) kg 0.20 1,810 1,810 1,810 1,810

PUER TA PIZ ANOTR IPLE X TABLE X DE 0.51 - 0.75 un 0.27 17,480 17,480 17,480 17,480


REPISA ORDINARIO 3 M m 2.54 2,563 0 0 2,489

41,724 50,731 50,98 3 41,572

CIELO RASO TRIPLEX mCUARTON OTOBO 2X4 2.9 m 2.54 0 11,430 0 0

MANO DE OBR A AA hc 1.10 11,965 11,965 11,965 11,965

MERULEX I.F.A.TRANSPARENTE (20 KG) kg 0.20 1,810 1,810 1,810 1,810


REPISA ORDINARIO 3 M m 2.54 7,620 0 0 0

TABLA BURRA CEDRO MACHO 0.10 m 2.54 0 0 8,890 8,890


56,573 60,523 56,965 57,764


6/28

CONSTRUDATA6

CIELOS RASOS / CIMIENTOS

CIELO RASO YESO OCULTO mCIELO RASO CARRIL OCULTO m 1.00 33,176 33,176 36,400 29,000

33,176 33,176 36,40 0 29,00 0

CIELO RASO YESO SEMI OCULTO mCIELO RASO CARRIL SEMI OCULTO m 1.00 38,860 33,176 36,400 39,000

38,860 33,176 36,400 39,000

CORNISAS YESO m

CORNISA 16 (CORTINERO ) m 1.00 21,692 21,692 20,509 19,000 21,692 21,692 20,509 19,000

LAMINA PLANA ETERNIT mLISTON MONTERREY 1X2X3 m 4.32 0 0 1,823 0

LISTON OTOBO m 4.32 0 4,536 0 0


LISTN M.H. PINO CIPRES m 4.32 37,066 0 0 0

MANO DE OBRA AA hc 0.80 8,702 8,702 8,702 8,702

MEDIA CAA CHINGALE LISA m 0.54 814 0 0 814

MERULEX I.F.A.TRANSPARENTE (20 KG) kg 0.01 90 90 90 90

MOLDURAS VIROLA m 0.54 0 378 0 0

PLACA ETERNIT MEDIA X 4MM un 1.37 10,707 10,856 10,993 10,707


REGLILLAS TIRAS 3M m 0.54 0 0 184 0

58,130 25,331 22,428 24,212

LISTON M.H. OTOBO mLISTON MONTERREY 1X2X3 m 4.32 0 0 1,823 0

LISTON OTOBO m 4.32 0 4,536 0 0



LIST N M.H. VIR OLA m 1.08 11,275 11,275 11,275 11,275

MANO DE OBR A AA hc 1.10 11,965 11,965 11,965 11,965MEDIA CAA CHINGALE LISA m 0.54 814 0 0 814




TOC MADERA TRANSPARENTE kg 0.05 733 580 1,126 733

62,604 29,503 27,009 28,686

LISTON M.H. PINO ROMERON mLISTON MONTERREY 1X2X3 m 4.32 0 0 1,823 0

LISTON OTOBO m 4.32 0 4,536 0 0



LISTN M.H. PINO ROMERN m 1.08 43,848 43,848 43,848 28,512

MANO DE OBR A AA hc 1.10 11,965 11,965 11,965 11,965

MEDIA CAA CHINGALE LISA m 0.54 814 0 0 814




TOC MADERA TRANSPARENTE kg 0.05 733 580 1,126 733

95,177 62,076 59,582 45,923

LUXACELL ACERO mCIELO RAS O ALUZ INC CELL 5X5 m 1.03 249,193 249,193 249,193 249,193

249,193 249,193 249,193 249,193

LUXALON ALUMINIO P 80 mCIELO RASO ALUMINIO ACSTICO 84R V5 m 1.03 119,398 119,398 119,398 119,398

119,398 119,398 119,398 119,398

LUXALON GALV.ACUST. P 130 mCIELO RASO ALUZINC ACUSTICO 130B m 1.03 81,768 81,768 81,768 81,768

81,768 81,768 81,768 81,768

MALLA CON VENA mMALLA CON VENA 0.60X2.00 un 0.73 3,201 3,285 3,075 2,409

MANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351


7,607 7,693 7,473 6,815

CIMIENTOS

BASE AGREGADO PETREO m

BASE GRANULA R m 1.30 0 0 0 33,550MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614

RECEBO COMN m 1.30 41,269 0 0 0

ROCA MUERTA 5 M3 m 1.30 0 41,263 0 0

VIBROCOMPACTADOR A GASOLINA d 0.04 1,514 1,460 1,531 1,714

ZAHORRA B-200 m 1.30 0 0 20,280 0

50,396 50,337 29,425 42,878

BASE ARENA CEMENTO 1:20 mAGUA lt 234.00 2,808 2,808 2,808 2,808

ARENA DE PEA m 1.61 49,865 0 0 0

ARENA DE REVOQUE m 1.61 0 0 16,100 32,200

ARENA FINA 5 M3 m 1.61 0 41,087 0 0

CEMENTO GRIS kg 113.10 20,358 22,620 25,334 23,299

MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614


82,159 75,589 53,388 67,635

CICLOPEOS mAGUA lt 158.00 1,896 1,896 1,896 1,896

ARENA AMARILL A PUERTO COLOMBIA m 0.30 0 0 4,500 0

ARENA GRUESA 5 M3 m 0.30 0 7,656 0 0

ARENA LAVADA DE PEA m 0.30 7,500 0 0 0

ARENA LAVADA PARA CONCRETO m 0.30 0 0 0 5,788

CEMENTO GRIS kg 180.00 32,400 36,000 40,320 37,080

GRAVA CANTO RODADO 1/2 m 0.57 0 0 24,795 0GRAVILLA DE RIO m 0.57 31,692 0 0 31,692

GRAVILLA FINA 1/2 Y 3/4 m 0.57 0 22,800 0 0

MANO DE OBR A AA hc 4.70 51,122 51,122 51,122 51,122

PIEDRA CICLPEA m 0.42 0 0 9,030 0

PIEDRA ENTRESUELO m 0.42 0 0 0 5,788

PIEDRA MEDIA ZONGA m 0.42 11,340 0 0 0

RAJON DE PIEDRA m 0.42 0 8,820 0 0

135,950 128,294 131,663 133,366

DEMOLICIN CABEZAS PILOTES mCOMPRESOR DE 2 MARTILLOS h 6.95 241,860 241,860 241,860 241,860

MANO DE OBRA AA hc 8.91 96,914 96,914 96,914 96,914

RETROEXCAVADORA 5-10 d 0.04 14,080 12,528 14,080 14,432

VOLQU ETA M3 vj 0.45 17,100 15,984 16,898 19,331

369,954 367,286 369,752 372,537

DEMOLICIN CIMIENTO ENTERRADOS mCOMPRESOR DE 2 MARTILLOS h 3.50 121,800 121,800 121,800 121,800

MANO DE OBRA AA hc 4.02 43,726 43,726 43,726 43,726

VOLQU ETA M3 vj 0.50 19,000 17,760 18,775 21,479

184,526 183,286 184,301 187,005

EXCAVACION MANUAL CIMIENTOS mMANO DE OBR A AA hc 0.93 10,116 10,116 10,116 10,116VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

24,176 23,258 24,009 26,010

IMPERMEABILIZACIN INTEGRAL MORTERO XYPEX mAGUA lt 0.32 4 4 4 4

MANO DE OBR A CC hc 0.18 2,251 2,251 2,251 2,2 51

XYPEX CONCENTRADO- GRIS kg 0.80 9,240 9,240 9,240 9,240

11,495 11,495 11,495 11,495

PILOTES HINCADOS 25X25 mPILOTES HINCADOS 25X25 m 1.03 81,246 81,246 81,246 81,246

81,246 81,246 81,246 81,246

PLACA FLOTANTE 0.90 CIMIENTOS mCONCRETO CORRIENTE 3000 PSI m 0.46 144,125 143,912 126,303 144,072

COSTO ADICIONAL BOMBEO m 0.46 10,939 12,646 11,201 10,672

CUARTON OTOBO 2X4 2.9 m 0.11 0 495 0 0

ICOPOR 1 CM/DENS.20 /1X1 m 0.80 2,320 2,000 2,000 0

MANO DE OBRA AA hc 1.83 19,905 19,905 19,905 19,905


TABLA 2X10 MADERA COMUN m 0.11 0 0 0 308

TABLA CHAPA ORDINARIO 0.30 m 0.11 170 0 0 0

TABLON CATIVO 0.30 m 0.11 0 0 275 0VIBRADOR A GASOLINA d 0.04 1,204 1,421 1,314 1,244

178,746 180,464 161,069 176,283

RELLENOS DE EXCAVACION mMANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526

6,526 6,526 6,526 6,526

RETIRO SOBRANTES TIERRA mMANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

18,411 17,493 18,244 20,245

SOBRECIMIENTO CONCRETO 25X25 mCONCRETO CORRIENTE 3000 PSI m 1.03 322,715 322,238 282,809 32 2,596

DURMIENTE 3 M m 10.10 8,787 0 8,585 0

LARGUERO COMUN 3.5X7.5X3 M m 9.35 0 0 0 23,843


LISTN 2X2X3 M m 10.10 0 41,309 0 0

MANO DE OBRA AA hc 6.89 74,943 74,943 74,943 74,943



TABLA OTOBO 0.30 m 9.35 0 14,717 0 0

TABLON CATIVO 0.30 m 9.35 0 0 23,375 0VIBRADOR A GASOLINA d 0.04 1,204 1,421 1,314 1,244

429,523 462,236 397,316 438,082

VIGA AMARRE EN CONCRETO mCONCR ETO CORRI ENTE 2500 PSI m 1.10 330,612 317,341 28 1,741 331,122

CUAR TON OTOBO 2X4 2.9 m 3.11 0 13,995 0 0


LISTON ABARCO 3 M m 3.11 0 0 15,550 0

MANO DE OBRA AA hc 6.89 74,943 74,943 74,943 74,943



TABLA BURRA ORDINARIO 0.30 m 3.52 32,666 0 0 0

TABLA OTOBO 0.30 m 3.52 0 5,540 0 0

TABLON CATIVO 0.30 m 3.52 0 0 8,800 0

TABLON ORDIN ARIO 3 M m 3.11 0 0 0 8,011

VIBRADOR A GASOLINA d 0.04 1,204 1,421 1,314 1,244

452,843 417,430 385,811 428,330




7/28



7

CIMIENTOS / CUBIERTAS

VIGA TEE 25X25X20X40 mCONCRETO CORRIENTE 3000 PSI m 1.10 344,648 344,137 302,029 344,520

CUARTON OTOBO 2X4 2.9 m 2.35 0 10,575 0 0

DURMIENTE 3 M m 2.35 2,045 0 1,998 0



MANO DE OBRA AA hc 8.97 97,567 97,567 97,567 97,567

PUNTILLA CON CABEZA 2 lb 0.60 1,669 1,710 1,414 1,646TABLA CHAPA ORDINARIO 0.30 m 2.35 3,631 0 0 0

TABLA OTOBO 0.30 m 2.35 0 3,699 0 0

TABLON CATIVO 0.30 m 2.35 0 0 5,875 0


450,763 459,109 410,196 452,86 1

VIGA TEE 25X25X20X50 mCONCRETO CORRIENTE 3000 PSI m 1.10 344,648 344,137 302,029 344,520

CUARTON OTOBO 2X4 2.9 m 2.63 0 11,835 0 0

DURMIENTE 3 M m 2.63 2,288 0 2,236 0



MANO DE OBRA AA hc 8.97 97,567 97,567 97,567 97,567



TABLA OTOBO 0.30 m 2.45 0 3,856 0 0

TABLON CATIV O 0.30 m 2.45 0 0 6,125 0


451,439 460,811 410,920 453,616

ZAPATAS mCONCRETO CORRIENTE 3000 PSI m 1.03 322,715 3 22,238 282,809 322,59 6

LARGUERO COMUN 3.5X7.5X3 M m 3.00 0 0 0 7,650LISTON MONTERREY 1X2X3 m 3.00 0 0 1,266 0

LISTON OTOBO m 3.00 0 3,150 0 0

MANO DE OBRA AA hc 8.27 89,953 89,953 89,953 89,953

PLANCHN ORDINARIO 3 M m 0.29 797 0 0 0



TABLON ABARCO 3 M m 3.00 0 0 6,000 0

TABLON ORDINARIO 3 M m 3.00 0 0 0 7,728

TABLON OTOBO 3 M m 3.00 0 24,000 0 0

VARA DE CLAVO m 0.50 750 750 750 667


422,138 443,927 384,299 431,978

CUBIERTAS

AFINADO CUBIERTAS PLANAS mAGUA lt 13.93 167 167 167 167

ARENA FINA m 0.06 0 1,140 0 0ARENA LAVADA DE PEA m 0.06 1,500 0 0 0

ARENA LAVADA JUAN DE ACOSTA m 0.06 0 0 1,470 0


CEMENTO GRIS kg 23.38 4,208 4,676 5,237 4,816

MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614

13,489 13,597 14,488 13,755

ALISTADO IMPERMEABILIZADO TEJA BARRO mALAMBRE DE PUAS NO 12 kg 6.30 10,206 10,080 10,080 10,868

ALAMBRE NEGRO NO.18 kg 0.02 34 32 34 36

ASFALTO TIPO 190/220 200 KG kg 1.02 1,639 1,639 1,639 1,639

CONCRETO CORRIENTE 2500 PSI m 0.05 15,028 14,425 12,806 15,051

ESTERILLA DE GADUA m 0.85 2,150 2,635 2,150 2,296

MANO DE OBRA AA hc 1.80 19,579 19,579 19,579 19,579

PERMA GLASS 6 FIBERGLASS m 1.56 3,493 3,912 3,493 3,493


52,267 52,444 49,899 53,098

BAJANTE LATON 12 X 6 mLMINA GALVANIZADA .22 un 0.20 6,687 6,687 6,687 7,030

SOLDADURA ESTAO PARA COBRE un 0.30 9,326 9,326 9,326 9,326

SUB-CONTRATO DE ORNAMENTACION % 80.00 12,811 12,811 12,811 13,085 28,824 28,824 28,824 29,442

BAJANTE PVC 3 mBAJA NTE REF.035103 BLA NCO un 1.05 18,732 18,732 17,843 17,843

CODO BAJANTE 45 BLANCO un 0.06 256 256 211 244

MANO DE OBR A BB hc 0.51 6,102 6,102 6,102 6,102

SOLDADURA PVC LIQUIDA 1/4 un 0.08 4,492 4,492 4,492 3,279

SUB-CONTRATO HIDRAULICO Y SANITARIO % 38.00 11,241 11,241 10,886 10,438

SUB-CONTRATO ORNAMENTACION % 38.00 11,241 11,241 10,886 10,438

52,066 52,066 50,420 48,344

BAJANTE PVC 4 mBAJANTE RECTANGULAR TRG-A 2.5 M un 1.10 38,434 41,806 38,434 39,496

CODO BAJANTE 90 BLANCO un 0.12 513 513 490 569

MANO DE OBR A BB hc 0.62 7,418 7,418 7,418 7,418

SOLDADURA PVC LIQUIDA 1/4 un 0.08 4,492 4,492 4,492 3,279


70,183 74,836 70,152 70,051

CABALLETE TEJA ETERNIT mCABALLETE ETERNIT PF/7 FIJO un 1.15 24,616 24,512 24,769 24,616

GANCH O TEJA ETER NIT 55 MM un 4.60 1,196 1,196 1,191 1,196

MANO DE OBR A AA hc 0.54 5,874 5,874 5,874 5,8 74

31,685 31,582 31,834 31,685

CABALLETE TEJA MOORE mARENA DE PEA m 0.01 310 0 0 0

ARENA DE REVOQUE m 0.01 0 0 100 200ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 1.48 266 296 332 305

MANO DE OBR A AA hc 0.25 2,719 2,719 2,719 2,719

TEJA MOORE CABALLETE m 1.03 4,827 4,061 4,061 4,061

8,122 7,332 7,212 7,285

CANAL LATON D/0.50 mLMINA GALVANIZADA .22 un 0.25 8,359 8,359 8,359 8,788



37,430 37,430 37,430 38,201

CANAL LATON D/0.75 mLMINA GALVANIZADA .22 un 0.38 12,706 12,706 12,706 13,357




81,532 81,532 81,532 83,225

CANAL LATON D/1.00 mLM INA GALVAN IZA DA .22 un 0.50 16,718 16,718 16,718 17,575



74,859 74,859 74,859 76,402

CANAL PVC 3 mCANA L REF.035010 02 BLA NCO m 1.03 11,711 11,711 9,617 9,617

MANO DE OBRA BB hc 0.74 8,854 8,854 8,854 8,854

SOPORTE DE CANAL BLANCO un 2.74 4,146 4,146 4,809 4,809

TAPA EXTERNA BLANCO un 0.68 2,987 2,987 2,788 2,846


UNIN CANAL BLANCO un 0.34 1,776 1,776 1,458 1,692


40,772 40,772 38,085 38,476

CANALETA 43 DE 4.00 mCANALETA 43 ETERNIT X 400 un 0.60 48,231 48,231 49,325 49,499

IGAS GRIS (30 KG) kg 0.12 1,079 1,079 1,079 1,079

MANO DE OBRA AA hc 0.83 9,028 9,028 9,028 9,028

TORNILLO PARA CANALETA 43 METAL un 0.60 544 670 668 544

58,882 59,008 60,100 60,150


IGAS GRIS (30 KG) kg 0.12 1,079 1,079 1,079 1,079

MANO DE OBRA AA hc 0.90 9,789 9,789 9,789 9,789

TORNILLO PARA CANALETA 43 METAL un 0.48 435 536 534 435 55,072 55,173 56,09 4 56,171


IGAS GRIS (30 KG) kg 0.12 1,079 1,079 1,079 1,079

MANO DE OBRA AA hc 0.90 9,789 9,789 9,789 9,789

TORNILLO PARA CANALETA 43 METAL un 0.78 707 871 868 707

53,513 53,676 54,614 54,625


MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526

MASIL GRIS FRIO kg 0.17 2,092 2,079 2,092 2,092

TORNILLO PARA CANALETA 90 un 0.26 771 771 771 771

38,609 38,596 34,899 34,538


MANO DE OBRA AA hc 0.83 9,028 9,028 9,028 9,028


TORNI LLO PARA CANA LETA 90 un 0.40 1,186 1,186 1,186 1,186

42,344 42,331 38,326 38,160

CANALETA 90 DE 9.00 mCANALETA 90 ETERNIT X 900 un 0.13 29,285 29,285 29,285 29,285MANO DE OBRA AA hc 0.83 9,028 9,028 9,028 9,028



41,561 41,548 41,562 41,561

CANALETA ACESCO DE 4.50 mCANALETA 90 X 4.50 ACESCO un 0.25 35,387 35,387 35,387 35,387

MANO DE OBR A AA hc 0.75 8,158 8,158 8,158 8,158


45,294 45,293 45,294 45,294

ENTRAMADO TEJA DE BARRO mCUARTON OTOBO 2X4 2.9 m 1.03 0 4,635 0 0

LISTON ABARCO 3 M m 1.03 0 0 5,150 0

MANO DE OBRA AA hc 1.80 19,579 19,579 19,579 19,579

PLANCHN ORDINARIO 3 M m 2.62 7,200 0 0 0


REPISA ORDINARIO 3 M m 1.03 1,039 0 0 1,009


8/28

CONSTRUDATA8

CUBIERTAS

TABLON ABARCO 3 M m 2.62 0 0 5,240 0


TABLON OTOBO 3 M m 2.62 0 20,960 0 0

28,652 46,029 30,675 28,160

ENTRAMADO TEJA MOORE mCORREA DE 2X2 DURMIENTE m 8.20 0 0 28,700 0

CUADROS ABARCO 4X4X320 m 8.20 0 0 0 28,700

DURMIENTE ORDINARIO 4 M m 8.20 28,700 0 0 0LISTN 2X2X3 M m 8.20 0 33,538 0 0

MANO DE OBRA AA hc 1.80 19,579 19,579 19,579 19,579


48,835 53,687 48,750 48,827

ENTRAMADO TEJA ONDULADA mCUARTON OTOBO 2X4 2.9 m 0.51 0 2,295 0 0

LARGUERO DE 2 X 4 m 0.51 0 0 0 4,845

LISTON ABARCO 3 M m 0.51 0 0 2,550 0

MANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

PLANCHN ORDINARIO 3 M m 2.62 7,200 0 0 0



TABLA BURRA 3 M m 2.62 6,550 0 0 0

TABLON ABARCO 3 M m 2.62 0 0 5,240 0


TABLON OTOBO 3 M m 2.62 0 20,960 0 0

26,713 34,702 19,138 23,020

FLANCHE LATON 0.08 mLMINA GALVANIZADA .22 un 0.20 6,687 6,687 6,687 7,030


SUB-CONTRATO DE ORNAMENTACION % 80.00 10,324 10,324 10,324 10,598 23,229 23,229 23,229 23,846

INMUNIZANTE PARA CUBIERTA mA.C.P.M. gl 0.21 823 823 823 823

BROCHA DE CERDA 4 un 0.02 184 184 184 188

MANO DE OBR A AA hc 0.20 2,175 2,175 2,175 2,175

3,182 3,182 3,182 3,186

MANTO FIBERGLASS 2M mMANTO FIBERGLASS 400X m 1.00 6,546 6,982 6,546 6,546


9,492 10,124 9,492 9,492

MANTO FIBERGLASS 3M mMANTO FIBERGLASS 600XT rl 1.00 96,709 108,539 96,709 96,709


140,228 157,382 140,228 140,228

PERMA PLY 3 CAPAS mALUMOL (3 KG) kg 0.24 4,065 4,065 4,065 4,065

ASFALTO TIPO 190/220 200 KG kg 2.08 3,343 3,343 3,343 3,343

MANO DE OBRA AA hc 0.76 8,267 8,267 8,267 8,267

PERMA GLASS 6 FIBERGLASS m 3.55 7,948 8,903 7,948 7,948

23,622 24,577 23,622 23,622SHINGLE CON IMPERMEABILIZANTE mBASE FELT PLUS FIBERGLASS m 3.00 2,709 3,090 2,709 2,709

EMULSIN ASFLTICA ED/9 CUETE 5 GL gl 0.50 3,642 3,642 3,642 3,642

MANO DE OBRA AA hc 0.82 8,919 8,919 8,919 8,919


TEJA SHINGLE RECT ONIX BLACK m 2.20 75,836 69,729 75,836 75,836

91,866 85,920 91,866 91,712

TEJA DE BARRO mARENA DE PEA m 0.05 1,549 0 0 0

ARENA DE REVOQUE m 0.05 0 0 500 1,000

ARENA FINA 5 M3 m 0.05 0 1,276 0 0

CEMEN TO GRIS kg 9.67 1,741 1,934 2,166 1,992

MANO DE OBRA AA hc 1.20 13,052 13,052 13,052 13,052

TEJA BAVARA m 1.03 21,865 21,865 21,865 21,865

38,20 6 38,127 37,583 37,909

TEJA DE BARRO SOBRE ETERNIT mARENA DE PEA m 0.04 1,239 0 0 0

ARENA DE REVOQUE m 0.04 0 0 400 800

ARENA FINA 5 M3 m 0.04 0 1,021 0 0

CEMENTO GRIS kg 7.50 1,350 1,500 1,680 1,545MANO DE OBRA AA hc 0.80 8,702 8,702 8,702 8,702

TEJA BAVARA ALFA 30X15 m 0.50 4,500 4,500 4,500 4,500

15,790 15,722 15,282 15,547

TEJA ESPAOLA ETERNIT mGANCH O TEJA ETER NIT 55 MM un 1.59 413 413 412 413

MANO DE OBRA AA hc 0.45 4,895 4,895 4,895 4,895

TEJA ETERNIT ESPAOLA 0.74 un 0.26 5,381 5,626 5,361 5,377

TEJA ETERNIT ESPAOLA 1.64 un 0.53 23,766 29,848 29,034 23,766

34,456 40,782 39,702 34,451

TEJA ETERNIT NO.4 mGANCHO TEJA ETERNIT 55 MM un 2.02 525 525 523 525

MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526


27,870 28,820 27,485 27,851


MANO DE OBR A AA hc 0.54 5,874 5,874 5,874 5,874

TEJA ETER NIT NO.6 un 0.65 20,634 21,116 21,683 20,617

26,845 27,327 27,893 26,828


MANO DE OBR A AA hc 0.54 5,874 5,874 5,874 5,8 74


26,757 26,740 27,621 26,740

TEJA TRANSPARENTE NO.4 m

GANCHO TEJA ETERNIT 55 MM un 2.02 525 525 523 525MANO DE OBRA AA hc 0.45 4,895 4,895 4,895 4,895

TEJA MAX ILI T ONDUL ADA PF/7 NO. 4 un 1.01 17,278 17,278 14,446 17,170

22,698 22,698 19,864 22,590

TEJA TRANSPARENTE NO.6 mGANCHO TEJA ETERNIT 55 MM un 1.30 338 338 337 338

MANO DE OBRA AA hc 0.45 4,895 4,895 4,895 4,895

TEJA MAXIL IT ONDULADA PF/7 NO. 6 un 1.01 26,600 26,600 22,245 25,755

31,833 31,833 27,477 30,988

TRAGANTES 4 unARENA DE PEA m 0.01 310 0 0 0


ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 1.00 180 200 224 206

CPULA TRAGANTE C 4X2 un 1.00 5,670 5,500 5,500 6,325

MANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

10,511 10,306 10,175 11,082

TRAGANTES 6 unARENA DE PEA m 0.01 310 0 0 0


ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 1.00 180 200 224 206CPULA TRAGANTE C 6X4 un 1.00 12,600 13,000 12,500 11,098

MANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

17,441 17,806 17,175 15,855

DESAGES E INST. SUBTERRNEAS

ACCESORIOS DE GRES 4 unAGUA lt 0.76 9 9 9 9

ARENA DE PEA m 0.01 310 0 0 0


ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 0.91 164 182 204 187

MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526

SIFN DE GRES 4 un 1.03 14,338 14,338 14,338 14,338

21,346 21,310 21,177 21,260

ACCESORIOS DE GRES 6 unAGUA lt 1.59 19 19 19 19

ARENA DE PEA m 0.01 310 0 0 0ARENA DE REVOQUE m 0.01 0 0 100 200

ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 1.87 337 374 419 385

MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614

SIF N DE GRES 6 un 1.03 17,922 17,922 17,963 13,184

26,201 26,184 26,115 21,402

CAJA CONTADOR AGUA FIBRIT unBASE GRANULA R m 0.02 0 0 0 516

CAJA CONTADOR ACUEDUCTO CIMA 530 un 1.00 53,133 40,357 53,133 53,133

MANO DE OBRA AA hc 1.20 13,052 13,052 13,052 13,052

RECEBO COMN m 0.02 635 0 0 0

ROCA MUERTA 5 M3 m 0.02 0 635 0 0

ZAHORRA B-200 m 0.02 0 0 312 0

66,820 54,044 66,497 66,702

CAJA INSPECCION FIBRIT TRAFICO LIVIANO unBASE GRANULA R m 0.02 0 0 0 516

CAJA INSPECCIN FIBRIT PANDA 70X70X65 CAI-65F un 1.00 58,282 58,282 58,282

58,282

MANO DE OBRA AA hc 1.20 13,052 13,052 13,052 13,052

RECEBO COMN m 0.02 635 0 0 0ROCA MUERTA 5 M3 m 0.02 0 635 0 0

TAPA CAJA TRFICO LIVIANO 72X72X13 CAI-TL un 1.00 67,868 67,868 54,972 67,868

ZAHORRA B-200 m 0.02 0 0 312 0

139,837 139,837 126,618 139,719

CAJA INSPECCION FIBRIT TRAFICO PESADO unBASE GRANULA R m 0.02 0 0 0 516

CAJA INSPECCIN FIBRIT PROFUNDA 70X70X97 CAI-95F un 1.00 67,029 67,029 67,029

67,029

MANO DE OBRA AA hc 2.00 21,754 21,754 21,754 21,754

RECEBO COMN m 0.02 635 0 0 0

ROCA MUERTA 5 M3 m 0.02 0 635 0 0

TAPA CAJA TRFICO PESADO 72X72X13 un 1.00 110,288 110,288 110,288 110,288

ZAHORRA B-200 m 0.02 0 0 312 0

199,706 199,706 199,383 199,587

CAJAS INSPECCION 100 X 100 unACERO FIGURADO 60000 PSI 1 kg 0.11 198 237 198 203

ACERO FIGU RADO 6000 0 PSI 1/2 kg 4.00 7,192 8,608 7,192 7,472


ANLISIS BOGOT CAL I B/QUILLA MEDELLN

INSUMO UM CANT. VALOR VALOR VALOR VALOR



9/28



9

CUBIERTAS / DESAGES E INST. SUBTERRNEAS

ARENA FINA m 0.22 0 4,180 0 0

ARENA GRUESA 5 M3 m 0.07 0 1,786 0 0


ARENA LAVADA DE RIO m 0.07 5,040 0 0 0


ARENA LAVADA MEISSEN m 0.22 0 0 0 4,699


BASE GRANULA R m 0.83 0 0 0 21,421CEMENTO GRIS kg 118.00 21,240 23,600 26,432 24,308

GRAVA CANTO RODADO 1/2 m 0.11 0 0 4,785 0

GRAVI LLA DE RIO m 0.11 6,116 0 0 6,116

GRAVILLA FINA 1/2 Y 3/4 m 0.11 0 4,400 0 0



LADRILLO RECOCIDO OSCURO un 235.80 51,876 0 0 0

LADRILLO TOLETE RECOCIDO un 235.80 0 0 76,871 0

MANO DE OBRA AA hc 5.80 63,087 63,087 63,087 63,087

RECEBO COMN m 0.83 26,348 0 0 0

ROCA MUERTA 5 M3 m 0.83 0 26,345 0 0

ZAHORRA B-200 m 0.83 0 0 12,948 0

186,597 238,3 53 197,952 176,759

CAJAS INSPECCION 40 X 40 unACERO FIGURADO 60000 PSI 1/2 kg 0.60 1,079 1,291 1,079 1,121

ALA MBRE NEGRO NO.18 kg 0.01 17 16 17 18

ARENA AMARILL A PUERTO COLOMBIA m 0.02 0 0 300 0

ARENA FINA m 0.05 0 950 0 0

ARENA GRUESA 5 M3 m 0.02 0 510 0 0


ARENA LAVADA DE RIO m 0.02 1,440 0 0 0ARENA LAVADA JUAN DE ACOSTA m 0.05 0 0 1,225 0


ARENA LAVADA PARA CONCRETO m 0.02 0 0 0 386

BASE GRANULA R m 0.07 0 0 0 1,807

CEMENTO GRIS kg 30.74 5,533 6,148 6,886 6,332


GRAVILLA DE RIO m 0.04 2,224 0 0 2,224

GRAVILLA FINA 1/2 Y 3/4 m 0.04 0 1,600 0 0





MANO DE OBRA AA hc 4.85 52,753 52,753 52,753 52,753

RECEBO COMN m 0.07 2,222 0 0 0

ROCA MUERTA 5 M3 m 0.07 0 2,222 0 0

ZAHORRA B-200 m 0.07 0 0 1,092 0

74,619 82,060 77,095 73,220


ALAMBRE NEGRO NO.18 kg 0.03 51 48 51 54ARENA AMARILL A PUERTO COLOMBIA m 0.03 0 0 450 0

ARENA FINA m 0.11 0 2,090 0 0

ARENA GRUESA 5 M3 m 0.03 0 766 0 0






BASE GRANULA R m 0.11 0 0 0 2,839

CEMEN TO GRIS kg 57.19 10,294 11,438 12,811 11,781


GRAVILLA DE RIO m 0.06 3,336 0 0 3,336

GRAVILLA FINA 1/2 Y 3/4 m 0.06 0 2,400 0 0





MANO DE OBRA AA hc 5.13 55,799 55,799 55,799 55,799

RECEBO COMN m 0.11 3,492 0 0 0

ROCA MUER TA 5 M3 m 0.11 0 3,492 0 0ZAH ORRA B-200 m 0.11 0 0 1,716 0

99,917 119,729 108,003 97,350


ALAMBRE NEGRO NO.18 kg 0.09 153 144 153 162


ARENA FINA m 0.19 0 3,610 0 0

ARENA GRUESA 5 M3 m 0.05 0 1,276 0 0






BASE GRANULA R m 0.16 0 0 0 4,129

CEMEN TO GRIS kg 94.38 16,988 18,876 21,141 19,442


GRAVILLA DE RIO m 0.09 5,004 0 0 5,004

GRAVILLA FINA 1/2 Y 3/4 m 0.09 0 3,600 0 0





MANO DE OBRA AA hc 5.40 58,736 58,736 58,736 58,736

RECEBO COMN m 0.16 5,079 0 0 0

ROCA MUER TA 5 M3 m 0.16 0 5,079 0 0ZAHORRA B-200 m 0.16 0 0 2,496 0

141,565 183,095 159,097 136,957

CAMARAS ELECTRICAS DOBLES unACERO FIGURADO 60000 PSI 1/2 kg 20.63 37,093 44,396 37,093 38,537

ALA MBRE NEGRO NO.18 kg 0.62 1,057 991 1,057 1,116


ARENA FINA m 0.46 0 8,740 0 0

ARENA GRUESA 5 M3 m 0.16 0 4,083 0 0


AREN A LAVAD A DE RIO m 0.16 11,520 0 0 0




BASE GRANULA R m 0.36 0 0 0 9,291

CEMENTO GRIS kg 255.58 46,004 51,116 57,250 52,649


GRAVILLA DE RIO m 0.34 18,904 0 0 18,904

GRAVILLA FINA 1/2 Y 3/4 m 0.34 0 13,600 0 0



LADRILLO RECOCIDO OSCURO un 527.41 116,030 0 0 0LADRILLO TOLETE RECOCIDO un 527.41 0 0 171,936 0

MANO DE OBRA AA hc 10.00 108,770 108,770 108,770 108,770

RECEBO COMN m 0.36 11,428 0 0 0

ROCA MUER TA 5 M3 m 0.36 0 11,427 0 0

ZAHORRA B-200 m 0.36 0 0 5,616 0

362,307 480,458 410,181 349,771

DUCTO ELECTRICO PVC 3 mBASE GRANULA R m 0.01 0 0 0 258

DUCTO ELCTRICO LIVIANO 3 m 1.03 6,496 6,496 6,496 7,526

MANO DE OBRA AA hc 4.00 43,508 43,508 43,508 43,508

RECEBO COMN m 0.01 317 0 0 0

ROCA MUERTA 5 M3 m 0.01 0 317 0 0

UNIN CONDUIT PVC 3 un 0.21 963 963 963 963

ZAHORRA B-200 m 0.01 0 0 156 0

51,285 51,285 51,124 52,256

DUCTOS ELECTRICOS ASBETO CEMENTO 4 mBASE GRANULA R m 0.01 0 0 0 258

DUCTO ETER NIT 4 m 1.03 11,730 11,730 12,316 12,316

MANO DE OBRA AA hc 4.00 43,508 43,508 43,508 43,508

RECEBO COMN m 0.01 317 0 0 0ROCA MUERTA 5 M3 m 0.01 0 317 0 0

UNIN A.C CNICA 4 un 0.21 304 304 319 319

ZAHORRA B-200 m 0.10 0 0 1,560 0

55,859 55,859 57,703 56,401

DUCTOS ELECTRICOS PVC 4 mBASE GRANULA R m 0.01 0 0 0 258

DUCTO ELCTRICO LIVIANO 4 m 1.03 11,298 11,298 11,298 11,298

MANO DE OBRA AA hc 4.00 43,508 43,508 43,508 43,508

RECEBO COMN m 0.01 317 0 0 0

ROCA MUERTA 5 M3 m 0.01 0 317 0 0

UNIN CONDUIT PVC 4 un 0.21 1,043 1,043 1,043 1,043

ZAHORRA B-200 m 0.01 0 0 156 0

56,166 56,166 56,00 5 56,107

EXCAVACION MANUAL mMANO DE OBRA AA hc 1.25 13,596 13,596 13,596 13,596

VOLQU ETA M3 vj 0.37 14,060 13,142 13,894 15,894

27,656 26,739 27,490 29,491

POZO SEPTICO ETERNIT unBASE GRANULA R m 0.10 0 0 0 2,581

MANO DE OBRA AA hc 3.00 32,631 32,631 32,631 32,631RECEB O COM N m 0.10 3,175 0 0 0

ROCA MUER TA 5 M3 m 0.10 0 3,174 0 0

TANQUE SPTICO ETERNIT un 1.00 512,800 512,800 455,403 614,754

ZAHORRA B-200 m 0.10 0 0 1,560 0

548,606 548,605 489,594 649,966

RELLENO GRAVILLA DE RIO mGRAVA CANTO RODADO 1/2 m 1.00 0 0 43,500 0

GRAVILLA DE RIO m 1.00 55,600 0 0 55,600

GRAVILLA FINA 1/2 Y 3/4 m 1.00 0 40,000 0 0

MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526


63,640 47,986 51,557 63,840

RELLENOS GRAVILLA FINA mGRAVILLA FINA 1/2 m 1.30 70,876 49,399 70,200 70,200

MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614


80,004 58,473 79,345 79,528


10/28

CONSTRUDATA10

DESAGES E INST. SUBTERRNEAS

TAPA POZO EN VIA unMANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

MARCO TAPA POZO MTPA-60 un 1.00 79,042 79,042 79,042 79,042

TAPA POZO EN VIAS D/0.60 TPA-60P un 1.00 134,963 134,963 134,963 134,963

224,882 224,882 224,882 224,882

TAPA SUMIDERO 68X33 unMANO DE OBRA AA hc 0.80 8,702 8,702 8,702 8,702

MARCO SUMIDERO 73X38X14 MR-70 un 1.00 26,644 26,644 26,644 26,644SUMIDERO VIAL 68X33X10 R-70P un 1.00 69,816 69,816 69,816 69,816

105,162 105,162 105,162 105,162

TAPA SUMIDERO 95X45 unMANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877

MARCO SUMIDERO 100X50X14 un 1.00 65,389 65,389 65,389 65,389

SUMIDERO VIAL 95X45X10 un 1.00 220,400 220,400 220,400 220,400

296,666 296,666 296,666 296,666

TUBERIA CONCRETO 12 mAGUA lt 5.27 63 63 63 63

ARENA DE PEA m 0.03 929 0 0 0


ARENA FINA 5 M3 m 0.03 0 766 0 0

CEMEN TO GRIS kg 6.20 1,116 1,240 1,389 1,277

MANO DE OBRA AA hc 2.00 21,754 21,754 21,754 21,754

TUBO CLASE I CONCRETO SIN REF 12 m 1.03 25,616 25,616 25,616 25,616

BASE ARENA CEMENTO 1:20 m 0.05 4,108 3,779 2,669 3,382

53,586 53,218 51,792 52,692

TUBERIA CONCRETO 8 mAGUA lt 2.11 25 25 25 25

ARENA DE PEA m 0.01 310 0 0 0


CEMENTO GRIS kg 2.48 446 496 556 511

MANO DE OBRA AA hc 0.80 8,702 8,702 8,702 8,702

TUBO CALS E II CONCR ETO SIN REF 8 m 1.03 18,161 18,161 18,161 18,161


30,109 29,907 29,145 29,628

TUBERIA DE GRES 10 mAGUA lt 3.33 40 40 40 40

ARENA DE PEA m 0.02 619 0 0 0


ARENA FINA 5 M3 m 0.02 0 510 0 0

CEMENTO GRIS kg 3.96 713 792 887 816

MANO DE OBRA AA hc 1.20 13,052 13,052 13,052 13,052

TUBO DE GRES 10 un 1.03 30,659 30,900 30,900 30,900


48,370 48,318 47,215 47,914


ARENA DE PEA m 0.01 310 0 0 0


CEMENTO GRIS kg 0.91 164 182 204 187

MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526

TUBO DE GRES 4 un 1.03 8,364 6,309 8,395 8,498


17,016 14,793 16,301 16,773


ARENA DE PEA m 0.01 310 0 0 0


ARENA FINA 5 M3 m 0.01 0 255 0 0

CEMENTO GRIS kg 1.87 337 374 419 385

MANO DE OBR A AA hc 0.70 7,614 7,614 7,614 7,614

TUBO DE GRES 6 un 1.03 13,936 12,360 10,753 12,875


23,858 22,134 19,973 22,446

TUBERIA DRENAJE GRES 4 mAGUA lt 1.60 19 19 19 19

ARENA DE PEA m 0.01 310 0 0 0


CEMENTO GRIS kg 1.50 270 300 336 309

MANO DE OBRA AA hc 0.60 6,526 6,526 6,526 6,526

TUBO DRENAJE DE GRES 4 m 1.03 10,452 10,452 11,281 10,439

BASE AGREGADO PETREO m 0.03 1,512 1,510 883 1,286


21,554 21,331 20,746 20,809

TUBERIA DRENAJE PVC 100MM mMANO DE OBRA AA hc 0.40 4,351 4,351 4,351 4,351

TRITURADO DE MAQUINA m 0.03 0 0 780 1,800

TRITURADO DE RO m 0.03 720 0 0 0

TRITURADO PARA BASE m 0.03 0 855 0 0

TUBO DRENAJE 100MM m 1.00 15,458 15,458 15,458 12,691

20,529 20,664 20,589 18,842

DOTACIONES DEPORTIVAS

MALLA GRUESA (VOLEIBOL) unMALLA NYLON CABLE TENNIS un 1.00 333,248 333,248 333,248 333,248

333,248 333,248 333,248 333,248

MALLA NYLON ( VOLEIBOL) unMALLA NYLON (VOLEIBOL) un 1.00 38,628 38,628 38,628 36,628 38,628 38,628 38,628 36,628

MALLA NYLON (PETROLIZADA) unMALLA NYLON PETROLIZA DA VOLEIBOL un 1.00 80,900 80,900 80,900 73,200

80,900 80,900 80,900 73,200

PORTERIA (CANCHA FUTBOL) unMALLA PORTERA FTBOL un 1.00 171,900 171,900 171,900 184,000

PORTERA FTBOL un 1.00 1,682,000 1,682,000 1,682,000 1,682,000

EXCAVACION MANUAL m 1.72 47,569 45,990 47,282 50,724

1,901,469 1,899,89 0 1,901,182 1,916,724

PORTICO MULTIFUNCIONAL(F) unMAL LA BASK ET un 1.00 8,100 8,100 10,000 8,874

MALLA MICROFTBOL un 1.00 103,900 103,900 103,900 127,280

PORTERA MULTIFUNCIONAL un 1.00 2,146,000 2,146,000 2,146,000 2,146,000

EXCAVACION MANUAL m 1.72 47,569 45,990 47,282 50,724

2,305,569 2,303,990 2,307,182 2,332,878

SOPORTE MALLA TUBO 4 unCONCRETO CORRIENTE 5000 PSI m 0.01 3,822 4,145 3,784 3,828

MANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263


50,036 49,799 49,997 50,042

TUBO SOPORTE MALLA unCONCRETO CORRIENTE 2000 PSI m 0.01 2,839 2,791 2,394 2,842

MANO DE OBRA AA hc 1.00 10,877 10,877 10,877 10,877


75,963 75,105 75,518 75,966

ENCHAPES Y ACCESORIOS

BRINDISI 20X25 mAGUA lt 3.00 36 36 36 36

CEMENTO BLANCO kg 0.70 665 595 686 578

CERMICA CORONA MORAZU L m 1.03 20,497 20,497 20,497 20,497

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245

PEGACOR BLANCO kg 3.15 2,687 2,674 2,835 2,687

33,130 33,048 33,299 33,043

CERAMICA ALFA LISA 20X20 mAGUA lt 3.00 36 36 36 36

CEMENTO BLANCO kg 1.03 979 876 1,009 850CERMICA ALFA LISA 20X20 m 1.03 12,315 12,315 12,315 12,315

FIJAMIX ALFA kg 0.30 2,458 2,458 2,458 2,458

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245

25,033 24,930 25,064 24,904

CERAMICA PARED ITALIA 20X20 mAGUA lt 3.00 36 36 36 36


MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245


PISO PLANO PIECENZA m 1.05 18,659 18,659 18,659 18,659

31,292 31,209 31,461 31,204

DUCHAS CRISTANAC 1.2X.90 unAGUA lt 2.97 36 36 36 36

ARENA FINA m 0.01 0 190 0 0

ARENA LAVADA DE PEA m 0.01 250 0 0 0

ARENA LAVADA JUAN DE ACOSTA m 0.01 0 0 245 0


CEMENTO BLANCO kg 40.77 38,732 34,655 39,955 33,635

CEMEN TO GRIS kg 6.12 1,102 1,224 1,371 1,261

COLOR MINERAL kg 0.10 626 580 580 520MANO DE OBRA AA hc 15.50 168,594 168,594 168,594 168,594

MOSAICO VITREO m 10.74 499,410 499,410 499,410 499,410

708,749 704,68 8 710,190 703,64 8

ENCHAPES FACHADA TABLETA mARENA DE PEA m 0.03 929 0 0 0


ARENA FINA 5 M3 m 0.03 0 766 0 0

CEMENTO GRIS kg 6.71 1,208 1,342 1,503 1,382

LADRILLO 10X10 un 60.00 10,320 10,320 10,320 8,160

MANO DE OBRA AA hc 0.80 8,702 8,702 8,702 8,702

SIKA-2 (5.5 KG) kg 0.19 1,344 1,344 1,344 1,344

22,503 22,474 22,169 20,188

GABINETES BAO PRINCIPAL unCEMENTO BLANCO kg 2.00 1,900 1,700 1,960 1,650

GABINETE BAO PPAL un 1.00 230,000 246,100 230,000 230,000

MANO DE OBRA AA hc 1.29 14,031 14,031 14,031 14,031

245,931 261,831 245,991 245,681




11/28



11

DOTACIONES DEPORTIVAS / ENCHAPES Y ACCESORIOS

GABINETES BAO SERVICIO unCEMENTO BLANCO kg 1.00 950 850 980 825

GABINETE BAO SERVICIO un 1.00 187,500 200,625 187,500 187,500

MANO DE OBRA AA hc 0.94 10,224 10,224 10,224 10,224

198,674 211,699 198,704 198,549

JABONERAS PORCELANA ACUARIO unCEMENTO BLANCO kg 0.50 475 425 490 413

JABONERA GRANDE ALLEGRO un 1.03 11,330 10,300 10,300 10,300MANO DE OBRA AA hc 0.48 5,221 5,221 5,221 5,221

17,026 15,946 16,011 15,933

JUEGOS INCRUSTAR unCEMENTO BLANCO kg 1.54 1,463 1,309 1,509 1,271

JUEGO INCRUSTACIONES COMPLETO un 1.03 54,719 40,170 40,170 40,170

MANO DE OBRA AA hc 2.00 21,754 21,754 21,754 21,754

77,936 63,233 63,433 63,195

JUEGOS INCRUSTAR ACUARIO unCEMENTO BLANCO kg 1.54 1,463 1,309 1,509 1,271

JUEGO INCRUSTACIONES ACUACER un 1.03 27,295 27,295 27,295 27,295

MANO DE OBRA AA hc 2.00 21,754 21,754 21,754 21,754

50,512 50,358 50,558 50,320

JUEGOS INCRUSTAR STILO unCEMENTO BLANCO kg 1.54 1,463 1,309 1,509 1,271

JUEGO INCRUSTACIONES COMPLETO STILO un 1.03 249,775 249,775 249,775 249,775

MANO DE OBRA AA hc 2.50 27,193 27,193 27,193 27,193

278,431 278,277 278,477 278,238

LAVADEROS PORCELANA 20X20 unACERO FIGURADO 37000 PSI 1/4 kg 1.18 2,122 2,539 2,122 3,356


ARENA DE PEA m 0.04 1,239 0 0 0ARENA DE REVOQUE m 0.04 0 0 400 0

ARENA FINA 5 M3 m 0.04 0 1,021 0 0

ARENA GRUESA 5 M3 m 0.02 0 510 0 0


ARENA LAVADA MEISSEN m 0.04 0 0 0 854


BLOQU E NO. 4 SANTAF un 12.36 9,789 10,444 11,334 11,334

CEMENTO BLANCO kg 2.66 2,527 2,261 2,607 2,195

CEMENTO GRIS kg 22.30 4,014 4,460 4,995 4,594

CERMICA CORONA EGEO m 2.66 39,634 39,634 39,634 39,634


GRAVILLA DE RIO m 0.04 2,224 0 0 2,224

GRAVILLA FINA 1/2 Y 3/4 m 0.04 0 1,600 0 0


MANO DE OBRA AA hc 17.95 195,242 195,242 195,242 195,242

PERFIL ALUMINIO 1/2 X 1/2 m 7.36 13,763 13,763 13,763 13,763

TABLA CHAPA ORDINARIO 0.30 m 0.61 942 0 0 0

TABLA OTOBO 0.30 m 0.61 0 960 0 0

TABLON CATIVO 0.30 m 0.61 0 0 1,525 0

272,936 272,435 273,662 275,137MARMOL GRIS 30X15 mAGUA lt 6.48 78 78 78 78

ARENA FINA m 0.04 0 760 0 0





CEMENTO GRIS kg 9.41 1,694 1,882 2,108 1,938

MANO DE OBR A AA hc 1.30 14,140 14,140 14,140 14,140

MRMOL GRIS PAYANDE m 1.03 203,355 212,555 243,978 212,316

220,751 229,848 261,784 229,665

MARMOL TRAVERTINO ROMANO mAGUA lt 6.48 78 78 78 78

ARENA FINA m 0.04 0 760 0 0





CEMENTO GRIS kg 9.41 1,694 1,882 2,108 1,938

MANO DE OBR A AA hc 1.30 14,140 14,140 14,140 14,140MRMOL TRAVESAO ROMANO CLASIC m 1.03 263,268 263,268 327,159 210,893

280,664 280,561 344,964 228,241

OLIMPIA BRILL.BASE 20X20 mAGUA lt 3.00 36 36 36 36

ARENA FINA 5 M3 m 0.02 0 510 0 0

ARENA LAVADA DE PEA m 0.02 500 0 0 0




CERMICA CORONA MACEDONIA m 1.05 23,625 23,625 23,625 23,625

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245


36,758 36,686 36,917 36,557

PAPEL COLGADURA GISELLE mPAPEL WOODCR EST rl 0.21 11,760 12,911 11,865 11,693

11,760 12,911 11,865 11,693

PAPEL COLGADURA TIPO 1 mVINILO MURAL T/COL gl 0.21 8,925 8,421 8,925 8,247

8,925 8,421 8,925 8,247

PAPEL COLGADURA WOODCREST mPAPEL WOODCR EST rl 0.21 11,760 12,911 11,865 11,693

11,760 12,911 11,865 11,693

PIEDRA CREMA m

AGUA lt 6.48 78 78 78 78ARENA FINA m 0.04 0 760 0 0





CEMEN TO GRIS kg 9.41 1,694 1,882 2,108 1,938

MANO DE OBR A AA hc 1.30 14,140 14,140 14,140 14,140

PIEDR A CREM A E= 20 MM m 1.03 47,972 47,972 47,972 37,312

65,368 65,266 65,778 54,661

PIEDRA MUECA mAGUA lt 6.48 78 78 78 78

ARENA FINA m 0.04 0 760 0 0





CEMEN TO GRIS kg 9.41 1,694 1,882 2,108 1,938

MANO DE OBR A AA hc 1.30 14,140 14,140 14,140 14,140

PIEDRA MUECA E= 20MM m 1.03 88,415 94,270 108,368 9 4,270

105,811 111,563 126,174 111,619

PIRLAN DUCHA PORC. 20X20 mCEMENTO BLANCO kg 0.60 570 510 588 495

CERMICA CORONA EGEO m 0.50 7,450 7,450 7,450 7,450

MANO DE OBR A AA hc 1.60 17,403 17,403 17,403 17,403

PEGACOR BLANCO kg 0.60 512 509 540 512

25,935 25,873 25,981 25,860

PORC.ESFUMADO BASE 20X20 mAGUA lt 3.00 36 36 36 36


CERMICA ESFUMADO 20X25 m 1.05 19,425 20,895 20,895 22,575

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245


32,248 33,616 33,893 35,286

PORC.PLANO ESTANCIA 11X22 mAGUA lt 3.00 36 36 36 36


CERMICA PORCELANA ARCADIA BL m 1.05 15,712 15,712 17,325 15,712

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245


28,536 28,433 30,323 28,423

PORC.ROSSO ITALIA 20X20 mAGUA lt 3.00 36 36 36 36


CERMICA PARED PARIS m 1.05 24,801 24,801 28,875 22,890

MANO DE OBRA AA hc 0.85 9,245 9,245 9,245 9,245


37,624 37,522 41,873 35,601

REJILLAS PLASTICAS SOSCO 3X2 unMANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263

PEGACOR BLANCO kg 0.20 171 170 180 171

REJILLA PLAST. 3X2 SOSCO un 1.00 1,901 1,800 1,500 1,568

5,335 5,233 4,943 5,002

REJILLAS SIFON unCEMENTO GRIS kg 0.60 108 120 134 124

MANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263

REJILLA SIFN S 4.5X3.5 un 1.00 4,580 4,580 3,379 4,580

7,951 7,963 6,777 7,967

REJILLAS SIFON 20X20 unCEMENTO GRIS kg 1.00 180 200 224 206

MANO DE OBRA AA hc 0.30 3,263 3,263 3,263 3,263

REJI LLA SIF N PC 20X2 0 un 1.00 17,464 17,464 17,464 17,464 20,907 20,927 20,951 20,933

REJILLAS SOSCO 3X 2 unCEMENTO GRIS kg 0.20 36 40 45 41

MANO DE OBRA AA hc 0.30 3,263 3

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