MT-DEPARTAMENTO NACIONAL DE INFRA ESTRUTURA DE … · mt-departamento nacional de infra estrutura de transportes s.r.e.m.g. extensÃo: 130,0 km s.r.e.m.g. rodovia: br-259/mg unidade

MT-DEPARTAMENTO NACIONAL DE INFRA ESTRUTURA DE TRANSPORTES

S.R.E.M.G. EXTENSÃO: 130,0 KM S.R.E.M.G.

RODOVIA: BR-259/MG UNIDADE LOCAL DE GOV. VALADARES

TRECHO: DIV. ES/MG - ENTR. BR-040(FELIXLÂNDIA)

SUB-TRECHO:DIV. ES/MG - ENTR. BR-381(A)(SÃO VITOR)

SEGMENTO: KM 0,0 AO KM 130,0 PREÇO A NÍVEL DE JANEIRO/2012

QUANT. DE PREÇO PREÇO

QUANT. UN. QUANT. UN. TRABALHO UNIT. PARCIAL

1 1º ITEM DO CONTRATO

2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC 130,000 KM 1,680 M³/KM 218,400 89,81 19.614,50

2.400.00 PINTURA DE LIGAÇÃO 13.000,000 M² 1,000 M²/M² 13.000,000 0,17 2.210,00

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC 126,360 M³ 1,000 M³/M³ 126,360 118,65 14.992,61

2.540.01 REC. DO REV. COM MISTURA BETUMINOSA A QUENTE 520,000 M³ 1,000 M³/M³ 520,000 39,26 20.415,20

2.540.50 MISTURA BETUMINOSA USINADA A QUENTE AC/BC 604,240 M³ 1,000 M³/M³ 604,240 190,55 115.137,93

2.900.00 REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO 60,000 M³ 1,000 M³/M³ 60,000 11,63 697,80

2.902.00 REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO 180,000 M³ 1,000 M³/M³ 180,000 7,34 1.321,20

3.310.50 CONCRETO CICLÓPICO AC/BC/PC 25,000 M³ 1,000 M³/M³ 25,000 343,86 8.596,50

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC 60,000 M³ 1,000 M³/M³ 60,000 331,75 19.905,00

3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA 60,000 M³ 25,000 KG/M³ 1.500,000 7,48 11.220,00

3.370.00 FORMA COMUM DE MADEIRA 60,000 M³ 3,000 M²/M³ 180,000 56,66 10.198,80

3.940.01 REATERRO E COMPACTAÇÃO P/ BUEIRO 265,000 M³ 1,000 M³/M³ 265,000 29,64 7.854,60

3.950.00 LIMPEZA DE PONTE 1.118,300 M 3,000 M/M 3.354,900 5,48 18.384,85

4.000.00 ESCAVAÇÃO MANUAL MAT. 1ª CAT. 620,000 M³ 1,000 M³/M³ 620,000 41,78 25.903,60

4.001.00 ESCAVAÇÃO MECANICA EM MAT. 1ª CAT. 7.620,000 M³ 1,000 M³/M³ 7.620,000 7,27 55.397,40

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA 364,000 M³ 1,000 M³/M³ 364,000 137,36 49.999,04

5.001.00 ENROCAMENTO DE PEDRA JOGADA 364,000 M³ 1,000 M³/M³ 364,000 89,96 32.745,44

5.101.01 REVESTIMENTO VEGETAL C/ MUDAS 22.000,000 M² 1,000 M²/M² 22.000,000 6,72 147.840,00

5.101.02 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 18.400,000 M² 1,000 M²/M² 18.400,000 7,20 132.480,00

8.100.00 TAPA BURACO 130,000 KM 1,200 M³/KM 156,000 268,74 41.923,44

8.101.01 REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 130,000 KM 0,600 M³/KM 78,000 303,76 23.693,28

8.101.02 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA 130,000 KM 1,500 M³/KM 195,000 209,73 40.897,35

8.109.12 CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA 130,000 KM 4,000 M³/KM 520,000 224,18 116.573,60

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 2.236,600 M 0,100 M/M 223,660 119,78 26.789,99

8.300.01 LIMPEZA DE SARJETA E MEIO FIO 181.645,000 M 3,000 M/M 544.935,000 0,48 261.568,80

8.301.01 LIMPEZA DE VALETA DE CORTE 9.420,000 M 3,000 M/M 28.260,000 0,70 19.782,00

8.301.02 LIMPEZA DE VALA DE DRENAGEM 7.260,000 M 3,000 M/M 21.780,000 2,85 62.073,00

CÓDIGO SERVIÇO INVENTÁRIO NÍVEL DE ESFORÇO

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QUANT. UN. QUANT. UN. TRABALHO UNIT. PARCIAL CÓDIGO SERVIÇO

INVENTÁRIO NÍVEL DE ESFORÇO

8.301.03 LIMPEZA DE DESCIDA D'AGUA 5.282,000 M 3,000 M/M 15.846,000 0,95 15.053,70

8.302.01 LIMPEZA DE BUEIRO 6.870,000 M³ 0,600 M³/M³ 4.122,000 16,33 67.312,26

8.302.02 DESOBSTRUÇÃO DE BUEIRO 6.870,000 M³ 0,400 M³/M³ 2.748,000 46,94 128.991,12

8.302.55 ASSENTAMENTO DE TUBO Ø = 1,0M AC/BC 140,000 M 1,000 M/M 140,000 505,86 70.820,40

8.400.00 LIMPEZA DE PLACA DE SINALIZAÇÃO 130,000 KM 12,000 M²/KM 1.560,000 6,22 9.703,20

8.400.01 RECOMPOSIÇÃO DE PLACA DE SINALIZAÇÃO 130,000 KM 3,000 M²/KM 390,000 27,97 10.908,30

8.401.00 RECOMPOSIÇÃO DE DEFENSA METÁLICA 130,000 KM 2,000 M/KM 260,000 204,24 53.102,40

8.402.00 CAIAÇÃO 130.000,000 M 0,600 M²/M 78.000,000 1,93 150.540,00

8.414.00 RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA 130,000 KM 80,000 M/KM 10.400,000 15,72 163.488,00

8.414.01 RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO 130,000 KM 40,000 M/KM 5.200,000 12,73 66.196,00

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 130,000 KM 40,000 M/KM 5.200,000 4,54 23.608,00

8.500.00 RECOMPOSIÇÃO MANUAL DE ATERRO 130,000 KM 34,000 M³/KM 4.420,000 100,43 443.900,60

8.501.00 RECOMPOSIÇÃO MECANIZADA DE ATERRO 130,000 KM 125,000 M³/KM 16.250,000 22,50 365.625,00

8.510.00 REMOÇÃO MANUAL DE BARREIRA EM SOLO 130,000 KM 35,000 M³/KM 4.550,000 25,32 115.206,00

8.510.01 REMOÇÃO MANUAL DE BARREIRA EM ROCHA 130,000 KM 8,000 M³/KM 1.040,000 31,64 32.905,60

8.511.00 REMOÇÃO MECANIZADA DE BARREIRA EM SOLO 130,000 KM 96,000 M³/KM 12.480,000 5,08 63.398,40

8.512.00 REMOÇÃO MECANIZADA DE BARREIRA EM ROCHA 130,000 KM 8,000 M³/KM 1.040,000 7,77 8.080,80

8.900.00 ROÇADA MANUAL 130,000 KM 0,300 HÁ/KM 39,000 1.361,15 53.084,85

8.900.01 ROÇADA DE CAPIM COLONIÃO 130,000 KM 0,600 HÁ/KM 78,000 3.266,75 254.806,50

8.901.00 ROÇADA MECANIZADA 130,000 KM 3,100 HÁ/KM 403,000 273,81 110.345,43

8.901.01 CORTE E LIMPEZA DE ÁRES GRAMADAS 36.000,000 M² 1,000 M²/M² 36.000,000 0,11 3.960,00

8.910.00 CAPINA MANUAL 78.000,000 M² 1,000 M²/M² 78.000,000 0,54 42.120,00

9.002.03 TRANSPORTE LOCAL MATERIAL PARA REMENDOS. 122.042,666 TKM 1,000 TKM/TKM 122.042,666 1,12 136.687,79

9.002.06 TRANSPORTE LOCAL CAM. BASC. 10M³ ROD. PAV. 289.981,778 TKM 1,000 TKM/TKM 289.981,778 0,69 200.087,43

9.002.41 TRANSPORTE LOCAL C/ CARROCERIA 4T ROD. PAV. 30.558,640 TKM 1,000 TKM/TKM 30.558,640 1,01 30.864,23

9.002.90 TRANSPORTE COMERCIAL C/ CARROCERIA ROD. PAV. 1.733,514 TKM 1,000 TKM/TKM 1.733,514 0,40 693,41

9.002.91 TRANSPORTE COMERCIAL C/ BASC. 10M³ ROD. PAV. 124.919,709 TKM 1,000 TKM/TKM 124.919,709 0,41 51.217,08

9.202.70 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 36,380 TKM 1,000 TKM/TKM 36,380 1,12 40,75

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RL-1C P/ TAPA BURACO 93,600 M³ 1,000 M³/M³ 93,600 204,81 19.170,22

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 9,360 M³ 1,000 M³/M³ 9,360 40,96 383,39

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 23,400 M³ 1,000 M³/M³ 23,400 40,96 958,46

CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ 520,000 M³ 1,000 M³/M³ 520,000 192,14 99.912,80

CAP-50/70 P/ TAPA BURACO 62,400 M³ 1,000 M³/M³ 62,400 192,14 11.989,54

CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL 6,240 M³ 1,000 M³/M³ 6,240 38,42 239,74

CAP-50/70 P/ REMENDO PROFUNDO C/ DEMOLIÇÃOO MECANIZADA 15,600 M³ 1,000 M³/M³ 15,600 38,42 599,35

RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DE REVESTIMENTO) 520,000 M² 1,000 M²/M² 520,000 0,38 197,60

RR-1C P/ TAPA BURACO 156,000 M³ 1,000 M³/M³ 156,000 10,35 1.614,60

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 78,000 M³ 1,000 M³/M³ 78,000 5,08 396,24

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 195,000 M³ 1,000 M³/M³ 195,000 5,08 990,60

CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL 78,000 M³ 1,000 M³/M³ 78,000 0,79 61,62

CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 195,000 M³ 1,000 M³/M³ 195,000 0,79 154,05


TRANSP. P/ RL-1C P/ TAPA BURACO 93,600 M³ 1,000 M³/M³ 93,600 34,85 3.261,96

TRANSP. P/ RL-1C P/ REMENDO PROFUNDO C/ DEM. MANUAL 9,360 M³ 1,000 M³/M³ 9,360 6,97 65,24

TRANSP. P/RL-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 23,400 M³ 1,000 M³/M³ 23,400 6,97 163,10

TRANSP. P/ CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ 520,000 M³ 1,000 M³/M³ 520,000 25,56 13.291,20

TRANSP. P/ CAP-50/70 P/ TAPA BURACO 62,400 M³ 1,000 M³/M³ 62,400 25,56 1.594,94

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL 6,240 M³ 1,000 M³/M³ 6,240 5,11 31,89

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 15,600 M³ 1,000 M³/M³ 15,600 5,11 79,72

TRANSP. P/ RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DO REVEST. C/ MBUQ) 520,000 M³ 1,000 M³/M³ 520,000 0,07 36,40

TRANSP. P/ RR-1C P/ TAPA BURACO 156,000 M³ 1,000 M³/M³ 156,000 1,94 302,64

TRANSP. P/RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 78,000 M³ 1,000 M³/M³ 78,000 0,95 74,10

TRANSP. P/ RR-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 195,000 M³ 1,000 M³/M³ 195,000 0,95 185,25

TRANSP. P/CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL 78,000 M³ 1,000 M³/M³ 78,000 0,07 5,46

TRANSP. P/ CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 195,000 M³ 1,000 M³/M³ 195,000 0,07 13,65

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E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 12,000 MÊS 1,000 MÊS/MÊS 12,000 5.204,55 62.454,60


E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 720,000 H 1,000 H/H 720,000 142,63 102.693,60

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 720,000 H 1,000 H/H 720,000 133,91 96.415,20

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 640,000 H 1,000 H/H 640,000 73,63 47.123,20

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 280,000 H 1,000 H/H 280,000 99,91 27.974,80

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 320,000 H 1,000 H/H 320,000 27,50 8.800,00

T302 MOTORISTA DE CAMINHÃO 1.640,000 H 1,000 H/H 1.640,000 25,94 42.541,60

T501 ENCARREGADO DE TURMA 1.640,000 H 1,000 H/H 1.640,000 34,20 56.088,00

T702 AJUDANTE 13.120,00 H 1,000 H/H 13.120,000 10,13 132.905,60


308 MOBILIZAÇÃO E DESMOBILIZAÇÃO 1,000 UN. 2,000 UN/UN 2,000 19.751,18 39.502,36

309 INSTALAÇÃO E MANUTENÇÃO DE CANTEIRO 174,000 M² 1,000 M²/M² 174,000 241,93 42.095,82

4.775.331,70TOTAL =

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RODOVIA: BR-259/MG U.L.-6/5 - GOV. VALADARES



SEGMENTO: KM 0,0 AO KM 130,0

PREÇO A NÍVEL DE JANEIRO/2012

ITEM DISCRIMINAÇÃO UNID. QUANT. PR.UNIT. PREÇO POR EXTENSO PREÇO


2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC M³ 436,800 89,81 oitenta e nove reais e oitenta e um centavos 39.229,00

2.400.00 PINTURA DE LIGAÇÃO M² 26.000,000 0,17 dezessete centavos 4.420,00

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC M³ 252,720 118,65 cento e dezoito reais e sessenta e cinco centavos 29.985,22

2.540.01 REC. DO REV. COM MISTURA BETUMINOSA A QUENTE M³ 1.040,000 39,26 trinta e nove reais e vinte e seis centavos 40.830,40

2.540.50 MISTURA BETUMINOSA USINADA A QUENTE AC/BC M³ 1.208,480 190,55 cento e noventa reais e cinquenta e cinco centavos 230.275,86

2.900.00 REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO M³ 120,000 11,63 onze reais e sessenta e três centavos 1.395,60

2.902.00 REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO M³ 360,000 7,34 sete reais e trinta e quatro centavos 2.642,40

3.310.50 CONCRETO CICLÓPICO AC/BC/PC M³ 50,000 343,86 trezentos e quarenta e três reais e oitenta e seis centavos 17.193,00

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC M³ 120,000 331,75 trezentos e trinta e um reais e setenta e cinco centavos 39.810,00

3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA KG 3.000,000 7,48 sete reais e quarenta e oito centavos 22.440,00

3.370.00 FORMA COMUM DE MADEIRA M² 360,000 56,66 cinquenta e seis reais e sessenta e seis centavos 20.397,60

3.940.01 REATERRO E COMPACTAÇÃO P/ BUEIRO M³ 530,000 29,64 vinte e nove reais e sessenta e quatro centavos 15.709,20

3.950.00 LIMPEZA DE PONTE M 6.709,800 5,48 cinco reais e quarenta e oito centavos 36.769,70

4.000.00 ESCAVAÇÃO MANUAL MAT. 1ª CAT. M³ 1.240,000 41,78 quarenta e um reais e setenta e oito centavos 51.807,20

4.001.00 ESCAVAÇÃO MECANICA EM MAT. 1ª CAT. M³ 15.240,000 7,27 sete reais e vinte e sete centavos 110.794,80

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA M³ 728,000 137,36 cento e trinta e sete reais e trinta e seis centavos 99.998,08

5.001.00 ENROCAMENTO DE PEDRA JOGADA M³ 728,000 89,96 oitenta e nove reais e noventa e seis centavos 65.490,88

5.101.01 REVESTIMENTO VEGETAL C/ MUDAS M² 44.000,000 6,72 seis reais e setenta e dois centavos 295.680,00

5.101.02 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS M² 36.800,000 7,20 sete reais e vinte centavos 264.960,00

8.100.00 TAPA BURACO M³ 312,000 268,74 duzentos e sessenta e oito reais e setenta e quatro centavos 83.846,88

8.101.01 REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL M³ 156,000 303,76 trezentos e três reais e setenta e seis centavos 47.386,56

8.101.02 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA M³ 390,000 209,73 duzentos e nove reais e setenta e três centavos 81.794,70

8.109.12 CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA M³ 1.040,000 224,18 duzentos e vinte e quatro reais e dezoito centavos 233.147,20

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC M 447,320 119,78 cento e dezenove reais e setenta e oito centavos 53.579,98

8.300.01 LIMPEZA DE SARJETA E MEIO FIO M 1.089.870,000 0,48 quarenta e oito centavos 523.137,60

8.301.01 LIMPEZA DE VALETA DE CORTE M 56.520,000 0,70 setenta centavos 39.564,00

8.301.02 LIMPEZA DE VALA DE DRENAGEM M 43.560,000 2,85 dois reais e oitenta e cinco centavos 124.146,00

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8.301.03 LIMPEZA DE DESCIDA D'AGUA M 31.692,000 0,95 noventa e cinco centavos 30.107,40

8.302.01 LIMPEZA DE BUEIRO M³ 8.244,000 16,33 dezesseis reais e trinta e três centavos 134.624,52

8.302.02 DESOBSTRUÇÃO DE BUEIRO M³ 5.496,000 46,94 quarenta e seis reais e noventa e quatro centavos 257.982,24

8.302.55 ASSENTAMENTO DE TUBO Ø = 1,0M AC/BC M 280,000 505,86 quinhentos e cinco reais e oitenta e seis centavos 141.640,80

8.400.00 LIMPEZA DE PLACA DE SINALIZAÇÃO M² 3.120,000 6,22 seis reais e vinte e dois centavos 19.406,40

8.400.01 RECOMPOSIÇÃO DE PLACA DE SINALIZAÇÃO M² 780,000 27,97 vinte e sete reais e noventa e sete centavos 21.816,60

8.401.00 RECOMPOSIÇÃO DE DEFENSA METÁLICA M 520,000 204,24 duzentos e quatro reais e vinte e quatro centavos 106.204,80

8.402.00 CAIAÇÃO M² 156.000,000 1,93 um real e noventa e três centavos 301.080,00

8.414.00 RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA M 20.800,000 15,72 quinze reais e setenta e dois centavos 326.976,00

8.414.01 RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO M 10.400,000 12,73 doze reais e setenta e três centavos 132.392,00

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME M 10.400,000 4,54 quatro reais e cinquenta e quatro centavos 47.216,00

8.500.00 RECOMPOSIÇÃO MANUAL DE ATERRO M³ 8.840,000 100,43 cem reais e quarenta e três centavos 887.801,20

8.501.00 RECOMPOSIÇÃO MECANIZADA DE ATERRO M³ 32.500,000 22,50 vinte e dois reais e cinquenta centavos 731.250,00

8.510.00 REMOÇÃO MANUAL DE BARREIRA EM SOLO M³ 9.100,000 25,32 vinte e cinco reais e trinta e dois centavos 230.412,00

8.510.01 REMOÇÃO MANUAL DE BARREIRA EM ROCHA M³ 2.080,000 31,64 trinta e um reais e sessenta e quatro centavos 65.811,20

8.511.00 REMOÇÃO MECANIZADA DE BARREIRA EM SOLO M³ 24.960,000 5,08 cinco reais e oito centavos 126.796,80

8.512.00 REMOÇÃO MECANIZADA DE BARREIRA EM ROCHA M³ 2.080,000 7,77 sete reais e setenta e sete centavos 16.161,60

8.900.00 ROÇADA MANUAL HÁ 78,000 1.361,15 um mil trezentos e sessenta e um reais e quinze centavos 106.169,70

8.900.01 ROÇADA DE CAPIM COLONIÃO HÁ 156,000 3.266,75 três mil duzentos e sessenta e seis reais e setenta e cinco centavos 509.613,00

8.901.00 ROÇADA MECANIZADA HÁ 806,000 273,81 duzentos e setenta e três reais e oitenta e um centavos 220.690,86

8.901.01 CORTE E LIMPEZA DE ÁRES GRAMADAS M² 72.000,000 0,11 onze centavos 7.920,00

8.910.00 CAPINA MANUAL M² 156.000,000 0,54 cinquenta e quatro centavos 84.240,00

9.002.03 TRANSPORTE LOCAL MATERIAL PARA REMENDOS. Txkm 244.085,331 1,12 um real e doze centavos 273.375,57

9.002.06 TRANSPORTE LOCAL CAM. BASC. 10M³ ROD. PAV. Txkm 579.963,556 0,69 sessenta e nove centavos 400.174,85

9.002.41 TRANSPORTE LOCAL C/ CARROCERIA 4T ROD. PAV. Txkm 61.117,280 1,01 um real e um centavo 61.728,45

9.002.90 TRANSPORTE COMERCIAL C/ CARROCERIA ROD. PAV. Txkm 3.467,028 0,40 quarenta centavos 1.386,81

9.002.91 TRANSPORTE COMERCIAL C/ BASC. 10M³ ROD. PAV. Txkm 249.839,418 0,41 quarenta e um centavos 102.434,16

9.202.70 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. Txkm 72,760 1,12 um real e doze centavos 81,49

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RL-1C P/ TAPA BURACO M³ 187,200 204,81 duzentos e quatro reais e oitenta e um centavos 38.340,43

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL M³ 18,720 40,96 e quarenta reais e noventa e seis centavos 766,77

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA M³ 46,800 40,96 e quarenta reais e noventa e seis centavos 1.916,92

CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ M³ 1.040,000 192,14 cento e noventa e dois reais e quatorze centavos 199.825,60

CAP-50/70 P/ TAPA BURACO M³ 124,800 192,14 cento e noventa e dois reais e quatorze centavos 23.979,07

CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL M³ 12,480 38,42 trinta e oito reais e quarenta e dois centavos 479,48

CAP-50/70 P/ REMENDO PROFUNDO C/ DEMOLIÇÃOO MECANIZADA M³ 31,200 38,42 trinta e oito reais e quarenta e dois centavos 1.198,70

RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DE REVESTIMENTO) M² 1.040,000 0,38 trinta e oito centavos 395,20

RR-1C P/ TAPA BURACO M³ 312,000 10,35 e dez reais e trinta e cinco centavos 3.229,20

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL M³ 156,000 5,08 cinco reais e oito centavos 792,48

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA M³ 390,000 5,08 cinco reais e oito centavos 1.981,20

CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL M³ 156,000 0,79 setenta e nove centavos 123,24

CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA M³ 390,000 0,79 setenta e nove centavos 308,10


TRANSP. P/ RL-1C P/ TAPA BURACO M³ 187,200 34,85 trinta e quatro reais e oitenta e cinco centavos 6.523,92

TRANSP. P/ RL-1C P/ REMENDO PROFUNDO C/ DEM. MANUAL M³ 18,720 6,97 seis reais e noventa e sete centavos 130,47

TRANSP. P/RL-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA M³ 46,800 6,97 seis reais e noventa e sete centavos 326,19

TRANSP. P/ CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ M³ 1.040,000 25,56 vinte e cinco reais e cinquenta e seis centavos 26.582,40

TRANSP. P/ CAP-50/70 P/ TAPA BURACO M³ 124,800 25,56 vinte e cinco reais e cinquenta e seis centavos 3.189,88

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL M³ 12,480 5,11 cinco reais e onze centavos 63,77

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA M³ 31,200 5,11 cinco reais e onze centavos 159,43

TRANSP. P/ RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DO REVEST. C/ MBUQ) M² 1.040,000 0,07 sete centavos 72,80

TRANSP. P/ RR-1C P/ TAPA BURACO M³ 312,000 1,94 um real e noventa e quatro centavos 605,28

TRANSP. P/RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL M³ 156,000 0,95 noventa e cinco centavos 148,20

TRANSP. P/ RR-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA M³ 390,000 0,95 noventa e cinco centavos 370,50

TRANSP. P/CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL M³ 156,000 0,07 sete centavos 10,92

TRANSP. P/ CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA M³ 390,000 0,07 sete centavos 27,30

Página 7 de 38










E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP MÊS 24,000 5.204,55 cinco mil duzentos e quatro reais e cinquenta e cinco centavos 124.909,20


E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ H 1.440,000 142,63 cento e quarenta e dois reais e sessenta e três centavos 205.387,20

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ H 1.440,000 133,91 cento e trinta e três reais e noventa e um centavos 192.830,40

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T H 1.280,000 73,63 setenta e três reais e sessenta e três centavos 94.246,40

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 H 560,000 99,91 noventa e nove reais e noventa e um centavos 55.949,60

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 H 640,000 27,50 vinte e sete reais e cinquenta centavos 17.600,00

T302 MOTORISTA DE CAMINHÃO H 3.280,000 25,94 vinte e cinco reais e noventa e quatro centavos 85.083,20

T501 ENCARREGADO DE TURMA H 3.280,000 34,20 trinta e quatro reais e vinte centavos 112.176,00

T702 AJUDANTE H 26.240,000 10,13 e dez reais e treze centavos 265.811,20

6 6º ITEM DO CONTRATO UNID.

308 MOBILIZAÇÃO E DESMOBILIZAÇÃO UNID. 2,000 19.751,18 dezenove mil setecentos e cinquenta e um reais e dezoito centavos 39.502,36

309 INSTALAÇÃO E MANUTENÇÃO DE CANTEIRO M² 174,000 241,93 duzentos e quarenta e um reais e noventa e três centavos 42.095,82

9.469.065,14TOTAL =

Página 8 de 38


S.R.E.M.G.

RODOVIA: BR-259/MG




QUANTIDADE DE QUANTIDADE QUANTIDADE

MISTURA BET. TOTAL MIST. BET BET M. B.U.Q.

REC. DO REV. COM MISTURA BETUMINOSA A QUENTE 520,000 520,000 0,000 520,000

TAPA BURACO 156,000 156,000 93,600 62,400

REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 78,000 15,600 9,360 6,240

REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA 195,000 39,000 23,400 15,600

ITEM QUANTIDADE

CÁLCULO DAS QUANTIDADES DE MISTURAS BETUMINOSAS

2 4 6

MATERIAL P.U. MAT. PREÇO MAT. BET. PREÇO MAT. BET. POR

BETUMINOSO BET. / T (T) UNIDADE DE SERVIÇO

RL-1C para Tapa Buraco m³ RL-1C 0,2000 1.024,07 204,81

RL-1C para Remendo Prof. c/ dem.manual m³ RL-1C 0,0400 1.024,07 40,96

RL-1C para Remendo Prof. c/ dem.mecanizada m³ RL-1C 0,0400 1.024,07 40,96

CAP-50/70 para Recomposição do Revestimento c/ MBUQ m³ CAP-50/70 0,1560 1.231,69 192,14

CAP-50/70 para Tapa Buraco m³ CAP-50/70 0,1560 1.231,69 192,14

CAP-50/70 para Remendo Profundo c/ dem. Manual m³ CAP-50/70 0,0312 1.231,69 38,42

CAP-50/70 para Remendo Profundo c/ dem. Mecanizada m³ CAP-50/70 0,0312 1.231,69 38,42

RR-1C para Pintura de Ligação (Recomp do Revest. c/ MBUQ) m³ RR-1C 0,0004 959,17 0,38

RR-1C para Tapa Buraco m³ RR-1C 0,0108 959,17 10,35

RR-1C para Remendo Prof. c/ dem.manual m³ RR-1C 0,0053 959,17 5,08

RR-1C para Remendo Prof. c/ dem.mecanizada m³ RR-1C 0,0053 959,17 5,08

CM-30 para Remendo profundo c/ dem. Manual m³ CM-30 0,0004 1.993,35 0,79

CM-30 para Remendo profundo c/ dem. Mecanizada m³ CM-30 0,0004 1.993,35 0,79

2 4 6

P.U.PARA PREÇO TRANSPORTE

BETUMINOSO TxKM (R$) T x KM / UN. SERV.

6 = (5/1)

RL-1C para Tapa Buraco m³ RL-1C 0,2000 174,25 34,85

RL-1C para Remendo Prof. c/ dem.manual m³ RL-1C 0,0400 174,25 6,97

RL-1C para Remendo Prof. c/ dem.mecanizada m³ RL-1C 0,0400 174,25 6,97

CAP-50/70 para Recomposição do Revestimento c/ MBUQ m³ CAP-50/70 0,1560 163,91 25,56

CAP-50/70 para Tapa Buraco m³ CAP-50/70 0,1560 163,91 25,56

CAP-50/70 para Remendo Profundo c/ dem. Manual m³ CAP-50/70 0,0312 163,91 5,11

CAP-50/70 para Remendo Profundo c/ dem. Mecanizada m³ CAP-50/70 0,0312 163,91 5,11

RR-1C para Pintura de Ligação (Recomp do Revest. c/ MBUQ) m³ RR-1C 0,0004 179,74 0,07

RR-1C para Tapa Buraco m³ RR-1C 0,0108 179,74 1,94

RR-1C para Remendo Prof. c/ dem.manual m³ RR-1C 0,0053 179,74 0,95

RR-1C para Remendo Prof. c/ dem.mecanizada m³ RR-1C 0,0053 179,74 0,95

CM-30 para Remendo profundo c/ dem. Manual m³ CM-30 0,0004 179,74 0,07

CM-30 para Remendo profundo c/ dem. Mecanizada m³ CM-30 0,0004 179,74 0,07


Custo de Aquisição de Material Betuminoso

UN.SERVIÇO

Custo de Transporte de Material Betuminoso

CONSUMOSERVIÇO UN.MATERIAL

Tipo de revestimento Distância (km) I.R. do mês do SICRO

Revestimento asfáltico 433,6 2,34932

Revestimento primário 0,0 I.R. de janeiro de 2009

Leito natural 0,0 2,24886

ICMS (%) 18,0

BDI (%) 15,00

I. Reajustamento 1,04467

A quente 193,11

A frio 174,25

A quente 36,2

A frio 32,58

A quente 36,2

A frio 32,58

Janeiro Março Maio Julho Setembro Novembro

2,24886 2,23868 2,23317 2,21289 2,20414 2,21425


2,22272 2,23430 2,24656 2,26847 2,28702 2,29464


2,31428 2,34004 2,35167 2,36103 2,36548 2,34059


2,34932

Índice de Reajustamento de Pavimentação – 2012

DMT=385,4+(130,0-83,8)+2,0

DMT=433,6 KM

RL-1C

Leito natural





Custo do transporte (t)

Revestimento asfáltico

Revestimento primário

Cor Azul = ICMS (%)

Cor amarela = BDI (%)

Cor laranja = índice de reajustamento da mesma data base do SICRO utilizado



Revestimento primário I.R. de janeiro de 2009

Leito natural 2,24886

ICMS (%) 18,0

BDI (%) 15,00 DMT=385,4+(130,0/2)

I. Reajustamento 1,04467 DMT=450,4 KM

A quente 199,19

A frio 179,74

A quente 36,2

A frio 32,58

A quente 36,2

A frio 32,58


2,24886 2,23868 2,23317 2,21289 2,20414 2,21425


2,22272 2,23430 2,24656 2,26847 2,28702 2,29464


2,31428 2,34004 2,35167 2,36103 2,36548


2,34932


Custo do transporte (t x km)



RR-1C E CM-30


Leito natural






Revestimento primário I.R. de janeiro de 2009

Leito natural 2,24886

ICMS (%) 18,0

BDI (%) 15,00 DMT=385,4+48,4

I. Reajustamento 1,04467 DMT=433,8 KM

A quente 163,91

A frio 147,88

A quente 36,2

A frio 32,58

A quente 36,2

A frio 32,58


2,24886 2,23868 2,23317 2,21289 2,20414 2,21425


2,22272 2,23430 2,24656 2,26847 2,28702 2,29464


2,31428 2,34004 2,35167 2,36103 2,36548


2,34932


Custo do transporte (t x km)



CAP 50-70


Leito natural










QUANT. PESO(T) D.M.T MOMENTO

ANUAL DE A (km) DE

TRABALHO TRANSP. TRANSPORTE

PRINC. AUX.

2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC BRITA 218,400 M³ 1,3300 T/M³ 290,472 65,000 18.880,680

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC M.B.B. 126,360 M³ 2,0000 T/M³ 252,720 35,219 8.900,546

2.540.50 MISTURA BETUMINOSA USINADA A QUENTE AC/BC M.B.U.Q. 604,240 M³ 2,4000 T/M³ 1.450,176 65,000 94.261,440

122.042,666TOTAL =

TRANSPORTE LOCAL DE MAT. P/ REMENDOS

CÓDIGO DISCRIMINAÇÃO MATERIAL UN.

UTILIZAÇÃO

FATOR

DE








ANUAL DE A (km) DE


PRINC. AUX.

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC AREIA 126,360 M³ 0,5640 T/M³ 71,267 49,400 3.520,589

BRITA 126,360 M³ 1,3155 T/M³ 166,226 46,200 7.679,641

2.900.00 REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO REV. BET. 60,000 M³ 2,4000 T/M³ 144,000 5,000 720,000

2.902.00 REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO CAM. GRANULAR 180,000 M³ 1,6000 T/M³ 288,000 5,000 1.440,000

AREIA 25,000 M³ 1,3950 T/M³ 34,875 46,200 1.611,225

BRITA 25,000 M³ 1,2600 T/M³ 31,500 65,000 2.047,500

P. MARROADA 25,000 M³ 0,5175 T/M³ 12,937 65,000 840,905

AREIA 60,000 M³ 1,0200 T/M³ 61,200 46,200 2.827,440

BRITA 60,000 M³ 1,1655 T/M³ 69,930 65,000 4.545,450

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA P. MARROADA 364,000 M³ 1,8000 T/M³ 655,200 65,000 42.588,000

5.001.00 ENROCAMENTO DE PEDRA JOGADA P. MARROADA 364,000 M³ 1,5000 T/M³ 546,000 65,000 35.490,000

8.109.12 CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA MAT. FRESADO 520,000 M³ 2,4000 T/M³ 1.248,000 5,000 6.240,000

AREIA 223,660 M³ 0,0431 T/M 9,639 49,400 476,166

BRITA 223,660 M³ 0,0537 T/M 12,010 46,200 554,862

8.501.00 RECOMPOSIÇÃO MECANIZADA DE ATERRO ARGILA 16.250,000 M³ 1,8400 T/M³ 29.900,000 6,000 179.400,000

TOTAL 289.981,778

CONCRETO CICLÓPICO AC/BC/PC

CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC

RECOMPOSIÇÃO DE GUARDA CORPO AC/BC

3.310.50

3.329.50

8.200.50

TRANSPORTE LOCAL BASCULANTE 10M³ EM ROD. PAV.


UTILIZAÇÃO

FATOR

DE







QUANT. PESO D.M.T. MOMENTO

ANUAL DE UNID. A DE

TRABALHO TRANSP. (km) TRANSP.

PRINC. AUX.

2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC BRITA 218,4 M³ 1,3300 TM³ 290,472 18,700 5.431,826

AREIA 126,360 M³ 0,5640 T/M³ 71,267 4,200 299,321

BRITA 126,360 M³ 1,3155 T/M³ 166,226 18,700 3.108,426

M.B.B. 126,360 M³ 2,0000 T/M³ 252,720 2,000 505,440

AREIA 604,240 M³ 0,3740 T/M³ 225,985 5,600 1.265,516

BRITA 604,240 M³ 1,5705 T/M³ 948,958 0,600 569,374

FILLER 604,240 M³ 0,1122 T/M³ 67,795 352,900 23.924,855

M.B.U.Q. 604,240 M³ 2,4000 T/M³ 1.450,176 48,400 70.188,518

AREIA 25,000 M³ 1,3950 T/M³ 34,875 2,200 76,725

BRITA 25,000 M³ 1,2600 T/M³ 31,500 18,700 589,050

P. MARROADA 25,000 M³ 0,5175 T/M³ 12,937 18,700 241,921

AREIA 60,000 M³ 1,0200 T/M³ 61,200 2,200 134,640

BRITA 60,000 M³ 1,1655 T/M³ 69,930 18,700 1.307,691

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA P. MARROADA 364,000 M³ 1,8000 T/M³ 655,200 18,700 12.252,240

5.001.00 ENROCAMENTO DE PEDRA JOGADA P. MARROADA 364,000 M³ 1,5000 T/M³ 546,000 18,700 10.210,200

AREIA 223,660 M³ 0,0431 T/M³ 9,639 2,200 21,205

BRITA 223,660 M³ 0,0537 T/M³ 12,010 18,700 224,587

124.919,709

UTILIZAÇÃO

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC

2.540.50 MISTURA BETUMINOSA USINADA A QUENTE AC/BC

TRANSPORTE COMERCIAL C/ BASC. 10M³ EM ROD. PAV.

CÓDIGO DISCRIMINAÇÃO MATERIAL

FATOR

DE

RECOMPOSIÇÃO DE GUARDA CORPO AC/BC8.200.50

CONCRETO CICLÓPICO AC/BC/PC3.310.50

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC








ANUAL DE A (km) DE


PRINC. AUX.

3.310.50 CONCRETO CICLÓPICO AC/BC/PC CIMENTO 25,000 M³ 0,27000 T/M³ 6,750 2,000 13,500

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC CIMENTO 60,000 M³ 0,30700 T/M³ 18,420 2,000 36,840

3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA AÇO 1.500,000 KG 0,00110 T/KG 1,650 2,000 3,300

3.370.00 FORMA COMUM DE MADEIRA MADEIRA 180,000 M² 0,00760 T/M² 1,368 2,000 2,736

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC AÇO 223,660 M 0,00380 T/M 0,849 2,000 1,698

AÇO 10.400,000 M 0,00020 T/M 2,080 2,000 4,160

MOURÃO EST. 10.400,000 M 0,04870 T/M 506,480 2,000 1.012,960

MOURÃO SUP. 10.400,000 M 0,00480 T/M 49,920 2,000 99,840

MOURÃO EST. 5.200,000 M 0,04870 T/M 253,240 2,000 506,480

MOURÃO SUP. 5.200,000 M 0,00480 T/M 24,960 2,000 49,920

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME AÇO 5.200,000 M 0,00020 T/M 1,040 2,000 2,080

TOTAL 1.733,514

8.414.00 RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA

8.414.01 RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO

TRANSPORTE COMERCIAL C/CARROCERIA RODOV. PAV.


FATOR

DE

UTILIZAÇÃO








ANUAL DE A (km) DE


PRINC. AUX.

3.310.50 CONCRETO CICLÓPICO AC/BC/PC CIMENTO 25,000 M³ 0,27000 T/M³ 6,750 35,219 237,728

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC CIMENTO 60,000 M³ 0,30700 T/M³ 18,420 35,219 648,733

3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA AÇO 1.500,000 KG 0,00110 T/KG 1,650 35,219 58,111

3.370.00 FORMA COMUM DE MADEIRA MADEIRA 180,000 M² 0,01270 T/M² 2,286 35,219 80,510

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC AÇO 223,660 M 0,00380 T/M 0,849 35,219 29,900

AÇO 10.400,000 M 0,00020 T/M 2,080 35,219 73,255

MOURÃO EST. 10.400,000 M 0,04870 T/M 506,480 35,219 17.837,719

MOURÃO SUP. 10.400,000 M 0,00480 T/M 49,920 35,219 1.758,132

MOURÃO EST. 5.200,000 M 0,04870 T/M 253,240 35,219 8.918,859

MOURÃO SUP. 5.200,000 M 0,00480 T/M 24,960 35,219 879,066

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME AÇO 5.200,000 M 0,00020 T/M 1,040 35,219 36,627

TOTAL 30.558,640

8.414.01 RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO

RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA8.414.00

TRANSPORTE LOCAL C/CARROCERIA 4T - ROD. PAV.

CÓDIGO DISCRIMINAÇÃO MATERIAL UN. DE

UTILIZAÇÃO

FATOR

D1

X

DMT =

2.530.50 BRITA PARA REMENDO PROFUNDO

D1 = 130,0 KM

D2 = 0,0 KM

X = 0,0 KM

DMT = 65,000 KM


M.B..BET.

D1 = 83,8 KM

D2 = 46,2 KM

X = 0,0 KM

DMT = 35,219 KM


M.B.U.Q.

D1 = 130,0 KM

D2 = 0,0 KM

X = 0,0 KM

DMT = 65,000 KM


AREIA

DMT= 83,8-34,4

DMT = 49,400 KM

BRITA

DMT = 130,0-83,8

DMT = 46,200 KM

3.310.50 CONCRETO CICLÓPICO AC/BC/PC

AREIA

D1 = 34,4

D2 = 95,6

X = 0,0

DMT = 46,200 KM

BRITA E PEDRA MARROADA

D1 = 0,0

D2 = 130,0

X = 0

DMT = 65,000 KM

D1 + D2

MEMÓRIA DE TRANSPORTES

D2

JAZIDA

((D1/2)+X)D1 + ((D2/2)+X)D2

TRANSPORTE LOCAL DE MATERIAL P/ REMENDO

TRANSPORTE LOCAL CAMINHÃO BASCULANTE DE 10m3

Página 21 de 38

3.329.50 CONCRETO DE CIMENTO PORTLAND AC/BC

AREIA

DMT = 46,200 KM

BRITA

DMT = 65,000 KM

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA

5.001.00 ENROCAMENTO DE PEDRA JOGADA

DMT = 65,000 KM

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC

AREIA

DMT = 49,400 KM

BRITA

DMT = 46,200 KM

3.310.50 CONCRETO CICLÓPICO AC/BC


3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA

3.370.00 FORMA COMUM DE MADEIRA


8.414.00 RECOMPOSIÇÃO TOTAL DE CERCA

8.414.01 RECOMPOSIÇÃO PARCIAL DE CERCA

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME

CIMENTO

AÇO

MADEIRA

MOURÃO EST.

MOURÃO SUP.

D1 = 83,8

D2 = 46,2

X = 0

DMT = 35,219 KM

2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC

BRITA

DMT = 18,700 KM

2.530.50 MISTURA BETUMINOSA USINADA A FRIO AC/BC

AREIA

DMT= 2,2+2,0

DMT = 4,200 KM

BRITA

DMT = 18,700 KM

M.B.BET.

DMT = 2,000 KM

TRANSPORTE COMERCIAL C/ BASC. 10 M³ EM ROD. PAV.

TRANSPORTE LOCAL C/ CARROCERIA 4T

Página 22 de 38


AREIA

DMT = 5,600 KM

BRITA

DMT = 0,600 KM

FILLER

DMT = 352,900 KM

M.B.U.Q.

DMT = 48,400 KM



5.000.00 ENROCAMENTO DE PEDRA ARRUMADA

5.001.00 ENROCAMENTO DE PEDRA JOGADA


AREIA

DMT = 2,200 KM

BRITA

DMT = 18,700 KM



3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA

3.370.00 FORMA COMUM DE MADEIRA


8.414.00 RECOMPOSIÇÃO TOTAL DE CERCA

8.414.01 RECOMPOSIÇÃO PARCIAL DE CERCA

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME

CIMENTO

AÇO

MADEIRA

MOURÃO EST.

MOURÃO SUP.

DMT = 2,000 KM

3.310.50 CONCRETO CICLÓPICO

3.329.50 CONCRETO DE CIMENTO PORTLAND

AGUA

DMT = 2,000 KM

TRANSPORTE DE ÁGUA

TRANSPORTE COMERCIAL C/ CARROCERIA ROD. PAV.

Página 23 de 38







QUANT. PESO (T) D.M.T MOMENTO

ANUAL DE A (km) DE

TRABALHO TRANSP. TRANSP.

PRINC. AUX.

3.310.50 CONCRETO CICLÓPICO AC/BC/PC ÁGUA 25,000 M³ 0,21400 T/M³ 5,350 2,000 10,700

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC ÁGUA 60,000 M³ 0,21400 T/M³ 12,840 2,000 25,680

TOTAL 36,380

TRANSPORTE LOCAL ÁGUA C/CAM. TAN. ROD. PAV.


UTILIZAÇÃO

FATOR

DE

18,7 KM

2,2 KM 2,0 KM

48,4

KM

KM 130,0KM 0,0 KM 34,1

AÇO

CIMENTO

ARAME

G. CORPO

FORMA

AREIAMOURÃO

KM 83,8

ÁGUA

MIST. USI. BET.

ACAMPAMENTO

PEDRO MARROADA

BRITA

GRÁFICO DE TRANSPORTES DE MATERIAIS

KM 0,0 AO KM 130,0

BR - 259/MG

385,4 KM

RL-1C

RR-1C

MBUQ

48,4

KM

FILLER

MBUQ

0,6 KM

352,

9 KM

MBUQ

BRITA P/

CAP-20

CM-305,6 KM

AREIA P/

PESO MOMENTO

T (T x KM) R$/T.KM SUB-TOTAL

DMT= 344,6 KM

A - EQUIPAMENTOS1 usina de asfalto a quente 1 16,000 5.513,600 0,31 1.709,216

2 Carregadeira de pneus 1 8,553 2.947,364 0,31 913,683

3 Roçadeira mecânica 1 8,553 2.947,364 0,31 913,683

4 Trator de pneus 1 3,093 1.065,848 0,31 330,413

5 Usina de asfalto a frio 1 12,000 4.135,200 0,31 1.281,912

6 Tanques para armazenamento material betuminoso 3 5,000 5.169,000 0,31 1.602,390

7 Retroescavadeira 1 5,650 1.946,990 0,31 603,567

8 Trator de esteiras 1 7,765 2.675,819 0,31 829,504

9 Caldeira com barra espargidora manual 1 4,600 1.585,160 0,31 491,400

10 Rolo de pneus 1 8,200 2.825,720 0,31 875,973

11 Rolo compactador pé de carneiro 1 11,250 3.876,750 0,31 1.201,793

12 Rolo tandem 1 5,130 1.767,798 0,31 548,017

13 Betoneira 1 0,800 275,680 0,31 85,461

14 Acabadora de asfalto 1 14,100 4.858,860 0,31 1.506,247

15 Fresadora a frio 1 19,000 6.547,400 0,31 2.029,694

Total Equipamentos 14.922,951

BDI 15,00% 2.238,443

17.161,394

PESO CONSUMO COMBUS-

T (l/km) TÍVEL

1 Veículo sedan 1 1 0,10 2,4600 84,77

2 Veículo utilitário 1 1 0,10 2,4600 84,77

3 Caminhão basculante 5m³ 3 8,800 0,31 1,8000 576,86

4 Caminhão basculante 10m³ 1 15,000 0,42 1,8000 260,52

5 Caminhão carroceria fixa 1 9,000 0,42 1,8000 260,52

6 Caminhão tanque 6.000 l 1 9,000 0,42 1,8000 260,52

Total Veículos 1.527,96

BDI 26,70% 407,96

1.935,92

Encarregado Geral 1

Chefe de Escritório 1

Encarregado de Turma 3

Motorista 6

Total Pessoal

BDI 15,00%

TOTAL GERAL

SUB-TOTAL

VALOR PARCIAL

19.751,18

VALORES REFERENCIAIS PARA MOBILIZAÇÃO E DESMOBILIZAÇÃO

568,59

310,140,15

SUB-TOTAL

155,07

85,28

653,87

0,15

ITENS EQUIPAMENTO QUANT.

VALOR PARCIAL

CUSTO

VALOR PARCIAL

51,69

B - VEÍCULOS QUANT.

B - PESSOAL QUANT.PREÇO UNITÁRIO

P / KM

51,69

0,15

0,15

CUSTO CUSTO ÁREA CONSUMO CUSTO

UNITÁRIO PARCIAL CANTEIRO MATERIAL MATERIAL

2 INSTALAÇÃO CANTEIRO E ACAMPAMENTO

2.1 Tábua de 2ª 2,5 cm m2 1,08 12,00 12,96 174,00 187,92 2.593,29

2.2 Pontalete de 2ª 6 cm x 6 cm ml 4,90 3,63 17,79 174,00 852,60 3.559,17

2.3 Sarrafo 2,5cm x 4,5cm ml 3,00 1,70 5,10 174,00 522,00 1.020,51

2.4 Tábua de 2ª 2,5 cm m2 4,00 12,00 48,00 174,00 696,00 9.604,80

2.5 Viga 8x8 cm (mad.) ml 0,80 5,00 4,00 174,00 139,20 800,40

2.6 Chapa compensada 10 mm m2 1,90 11,63 22,10 174,00 330,60 4.421,60

2.7 Telha ondulada de fibrocimento 4 mm m2 1,19 9,88 11,76 174,00 207,06 2.352,61

2.8 Cumeeira de fibrocimento ml 0,25 22,40 5,60 174,00 43,50 1.120,56

2.9 Prego 18x30 Kg 0,80 4,20 3,36 174,00 139,20 740,73

2.10 Prego 15x15 Kg 0,20 7,21 1,44 174,00 34,80 288,54

2.11 Cimento Kg 26,18 0,34 8,90 174,00 4.555,32 1.962,34

2.12 Areia m3 0,08 47,65 3,84 174,00 14,01 845,63

2.13 Brita m3 0,10 30,00 3,14 174,00 18,18 691,13

2.14 Betoneira h 0,09 18,97 1,61 174,00 14,79 355,47

2.15 Vaso sanitário branco comum und 0,02 80,80 1,86 174,00 4,00 371,86

2.16 Lavatório funcional und 0,02 38,21 0,88 174,00 4,00 175,85

2.17 Registro de pressão und 0,03 7,65 0,22 174,00 5,05 44,39

2.18 Torneira p/ lavatório und 0,02 11,97 0,24 174,00 3,48 47,90

2.19 Tubo PVC esgoto 100 mm x 6000 mm und 0,09 34,67 3,02 174,00 15,14 664,96

2.20 Tubo PVC soldavel c/ assessórios m 0,09 1,30 0,12 174,00 15,66 23,41

2.21 Interruptor Und 0,11 3,56 0,39 174,00 19,14 78,35

2.22 Tomada und 0,20 3,64 0,73 174,00 34,80 145,67

2.23 Soquete de louça und 0,04 1,50 0,06 174,00 6,96 12,00

2.24 Luminária Fluorescente 2x40w und 0,14 12,35 1,73 174,00 24,36 345,97

2.25 Disjuntor de 15A a 30A und 0,12 5,70 0,68 174,00 20,88 136,86

2.26 Quadro de distribuição und 0,01 19,82 0,20 174,00 1,74 39,65

2.27 Haste de aterramento c/ 1,80 m und 0,01 36,13 0,36 174,00 1,74 72,29

2.28 Fio # 2,5 mm2 m 3,80 0,65 2,47 174,00 661,20 494,24

2.29 Fio # 4,0 mm2 m 1,00 1,04 1,04 174,00 174,00 208,10

2.30 Cal kg 0,10 0,45 0,05 174,00 17,40 9,92

2.31 Pedreiro h 0,30 12,60 3,78 174,00 52,20 833,33

2.32 Carpinteiro h 1,50 14,45 21,68 174,00 261,00 4.778,42

2.33 Servente h 1,50 7,99 11,99 174,00 261,00 2.642,18

2.34 Eletricista h 0,07 15,93 1,12 174,00 12,18 245,83

2.35 Ajudante h 0,07 7,99 0,56 174,00 12,18 123,30

2.36 Bombeiro Hidráulico h 0,07 15,93 1,12 174,00 12,18 245,83

203,86 42.097,09

TOTAL 42.097,09

Fonte: Informador das Construções – janeiro/2012

Sicro2 – janeiro/2012

COMP LARG. AREA(m²) R$/m² TOTAL

1 ADMINISTRAÇÃO / ENG° OBRA / FISCALIZAÇÃO 10,00 4,00 40,00 1,00 241,93 9.677,20

2 ALMOXARIFADO / LABORATÓRIO 10,00 4,00 40,00 1,00 241,93 9.677,20

3 SANITÁRIO / VESTIÁRIO 4,00 4,00 16,00 1,00 241,93 3.870,88

4 ALOJAMENTO 5,00 8,00 40,00 1,00 241,93 9.677,20

5 GUARITA 2,00 1,50 3,00 1,00 241,93 725,79

6 REFEITÓRIO 7,00 5,00 35,00 1,00 241,93 8.467,55

174,00 241,93 42.095,82

INSTALAÇÃO PROVISÓRIA DE CANTEIRO E ACAMPAMENTO – Valores referenciais

ITEM DISCRIMINAÇÃO UNID CONSUMO OBSERVAÇÃO

CUSTO DAS INSTALAÇÕES

TOTAL INSTALAÇÃO CANTEIRO DE OBRAS E ACAMPAMENTO

LAY-OUT DO CANTEIRO DE OBRAS

ITEM DISCRIMINAÇÃOINSTALAÇÕES

QTD.CUSTO (R$)

USINA

3 2 1

5

60 m 30 m

40 m

4

USINA

3 2 1

5

60 m 30 m

40 m

4 3 2 1

5

60 m 30 m

40 m

4

6

MT-DNIT

RODOVIA: BR 381/MG




SERVIÇOS QUANTITATIVO UNID. QUILOME

TOTAL TRAGEM

BRITA P/ BASE DE REMENDO PROFUNDO BC LOCALIZAÇÃO

218,400 M³ QUANTIDADE 201,600

PINTURA DE LIGAÇÃO LOCALIZAÇÃO

13.000,000 M² QUANTIDADE 12.000,000

MISTURA BETUMINOSA EM BETONEIRA AC/BC LOCALIZAÇÃO 0,000

126,360 M³ QUANTIDADE 116,640

REC. DO REV. COM MISTURA BETUMINOSA A QUENTE LOCALIZAÇÃO 0,000

520,000 M³ QUANTIDADE 480,000

MISTURA BETUMINOSA USINADA A QUENTE AC/BC LOCALIZAÇÃO 0,000

604,240 M³ QUANTIDADE 557,760

REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO LOCALIZAÇÃO 0,000

60,000 M³ QUANTIDADE 55,385

REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO LOCALIZAÇÃO 0,000

180,000 M³ QUANTIDADE 166,154

CONCRETO CICLÓPICO AC/BC/PC LOCALIZAÇÃO 0,000


CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC LOCALIZAÇÃO 0,000


DOBRAGEM E COLOCAÇÃO DE ARMADURA LOCALIZAÇÃO 0,000

1.500,000 KG QUANTIDADE 1.384,615

FORMA COMUM DE MADEIRA LOCALIZAÇÃO 0,000

180,000 M² QUANTIDADE 166,154

REATERRO E COMPACTAÇÃO P/ BUEIRO LOCALIZAÇÃO 0,000

265,000 M³ QUANTIDADE 244,615

LIMPEZA DE PONTE LOCALIZAÇÃO 0,000

3.354,900 M QUANTIDADE 1.118,300

ESCAVAÇÃO MANUAL MAT. 1ª CAT. LOCALIZAÇÃO 0,000

620,000 M³ QUANTIDADE 572,308

16,800

20,0 30,0 70,0 50,0 60,0

16,800 16,800 16,800 16,800 16,800 16,800

U. L. DE GOV. VALADARES/MG

PROJETO BÁSICO

0,0 10,0 40,0 90,0 100,0 110,0

1.000,000

120,0

16,800 16,800

80,0

16,800 16,80016,800

9,720 9,7209,720 9,720

1.000,000 1.000,000 1.000,000

9,720 9,720 9,720 9,720

1.000,000 1.000,0001.000,000 1.000,000 1.000,000 1.000,000

40,000 40,00040,000 40,000

1.000,000 1.000,000

9,720 9,720 9,720 9,720

40,000 40,000 40,000 40,000

46,480 46,480 46,480 46,480 46,480 46,48046,480 46,480

40,000 40,00040,000 40,000

4,615 4,6154,615 4,615

46,480 46,480 46,480 46,480

4,615 4,615

13,846 13,846 13,846 13,84613,846 13,846

4,615 4,615

13,846 13,846

4,615 4,615 4,615 4,615

13,846 13,846 13,846 13,846

1,923 1,923 1,923 1,9231,923 1,9231,923 1,923

4,615 4,615 4,615 4,615 4,615 4,6154,615 4,615

1,923 1,9231,923 1,923

115,385 115,385115,385 115,385

4,615 4,615 4,615 4,615

115,385 115,385

13,846 13,846 13,846 13,84613,846 13,846

115,385 115,385

13,846 13,846

115,385 115,385 115,385 115,385

13,846 13,846 13,846 13,846

20,385 20,385 20,385 20,38520,385 20,38520,385 20,385

204,000 40,000 600,000 32,10012,400 54,000

20,385 20,38520,385 20,385

47,692 47,69247,692 47,692

87,000 88,800

47,692 47,69247,692 47,69247,692 47,692 47,692 47,692

Página 28 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

20,0 30,0 70,0 50,0 60,0


PROJETO BÁSICO

0,0 10,0 40,0 90,0 100,0 110,0 120,0 80,0

ESCAVAÇÃO MECANICA EM MAT. 1ª CAT. LOCALIZAÇÃO 0,000

7.620,000 M³ QUANTIDADE 7.033,846

ENROCAMENTO DE PEDRA ARRUMADA LOCALIZAÇÃO 0,000

364,000 M³ QUANTIDADE 336,000

ENROCAMENTO DE PEDRA JOGADA LOCALIZAÇÃO 0,000

364,000 M³ QUANTIDADE 336,000

REVESTIMENTO VEGETAL C/ MUDAS LOCALIZAÇÃO 0,000

22.000,000 M² QUANTIDADE 20.307,692

REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS LOCALIZAÇÃO 0,000

18.400,000 M² QUANTIDADE 16.984,615

TAPA BURACO LOCALIZAÇÃO 0,000

156,000 M³ QUANTIDADE 144,000

REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL LOCALIZAÇÃO 0,000


REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA LOCALIZAÇÃO 0,000

195,000 M³ QUANTIDADE 180,000

CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA LOCALIZAÇÃO 0,000

520,000 M³ QUANTIDADE 480,000

RECOMPOSIÇÃO DE GUARDA CORPO AC/BC LOCALIZAÇÃO 0,000

223,660 M QUANTIDADE 223,660

LIMPEZA DE SARJETA E MEIO FIO LOCALIZAÇÃO 0,000

544.935,000 M QUANTIDADE 503.016,923

LIMPEZA DE VALETA DE CORTE LOCALIZAÇÃO 0,000

28.260,000 M QUANTIDADE 26.086,154

LIMPEZA DE VALA DE DRENAGEM LOCALIZAÇÃO 0,000

21.780,000 M QUANTIDADE 20.104,615

LIMPEZA DE DESCIDA D'AGUA LOCALIZAÇÃO 0,000

15.846,000 M QUANTIDADE 14.627,077

586,154 586,154 586,154 586,154586,154 586,154586,154 586,154586,154 586,154 586,154 586,154

28,000 28,000 28,000 28,00028,000 28,00028,000 28,000

28,000 28,000 28,000 28,000 28,000 28,00028,000 28,000

28,000 28,00028,000 28,000

1.692,308 1.692,3081.692,308 1.692,308

28,000 28,000 28,000 28,000

1.692,308 1.692,308

1.415,385 1.415,385 1.415,385 1.415,3851.415,385 1.415,385

1.692,308 1.692,308

1.415,385 1.415,385

1.692,308 1.692,308 1.692,308 1.692,308

1.415,385 1.415,385 1.415,385 1.415,385

12,000 12,000 12,000 12,00012,000 12,00012,000 12,000

6,000 6,000 6,000 6,000 6,000 6,0006,000 6,000

12,000 12,00012,000 12,000

15,000 15,00015,000 15,000

6,000 6,000 6,000 6,000

15,000 15,000

40,000 40,000 40,000 40,00040,000 40,000

15,000 15,000

40,000 40,000

15,000 15,000 15,000 15,000

40,000 40,000 40,000 40,000

40,800 17,76017,4008,000 120,000

41.918,077 41.918,077 41.918,077 41.918,077 41.918,077 41.918,07741.918,077 41.918,077

6,4202,480 10,800

2.173,846 2.173,8462.173,846 2.173,846

41.918,077 41.918,077 41.918,077 41.918,077

2.173,846 2.173,846

1.675,385 1.675,385 1.675,385 1.675,3851.675,385 1.675,385

2.173,846 2.173,846

1.675,385 1.675,385

2.173,846 2.173,846 2.173,846 2.173,846

1.675,385 1.675,385 1.675,385 1.675,385

1.218,923 1.218,923 1.218,923 1.218,9231.218,923 1.218,9231.218,923 1.218,923 1.218,923 1.218,9231.218,923 1.218,923

Página 29 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

20,0 30,0 70,0 50,0 60,0


PROJETO BÁSICO

0,0 10,0 40,0 90,0 100,0 110,0 120,0 80,0

LIMPEZA DE BUEIRO LOCALIZAÇÃO 0,000

4.122,000 M³ QUANTIDADE 3.804,923

DESOBSTRUÇÃO DE BUEIRO LOCALIZAÇÃO 0,000

2.748,000 M³ QUANTIDADE 2.536,615

ASSENTAMENTO DE TUBO Ø = 1,0M AC/BC LOCALIZAÇÃO 0,000

140,000 M QUANTIDADE 129,231

LIMPEZA DE PLACA DE SINALIZAÇÃO LOCALIZAÇÃO 0,000

1.560,000 M² QUANTIDADE 1.440,000

RECOMPOSIÇÃO DE PLACA DE SINALIZAÇÃO LOCALIZAÇÃO 0,000

390,000 M² QUANTIDADE 360,000

RECOMPOSIÇÃO DE DEFENSA METÁLICA LOCALIZAÇÃO 0,000

260,000 M QUANTIDADE 240,000

CAIAÇÃO LOCALIZAÇÃO 0,000

78.000,000 M² QUANTIDADE 72.000,000

RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA LOCALIZAÇÃO 0,000

10.400,000 M QUANTIDADE 9.600,000

RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO LOCALIZAÇÃO 0,000

5.200,000 M QUANTIDADE 4.800,000

RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME LOCALIZAÇÃO 0,000

5.200,000 M QUANTIDADE 4.800,000

RECOMPOSIÇÃO MANUAL DE ATERRO LOCALIZAÇÃO 0,000

4.420,000 M³ QUANTIDADE 4.080,000

RECOMPOSIÇÃO MECANIZADA DE ATERRO LOCALIZAÇÃO 0,000

16.250,000 M³ QUANTIDADE 15.000,000

REMOÇÃO MANUAL DE BARREIRA EM SOLO LOCALIZAÇÃO 0,000

4.550,000 M³ QUANTIDADE 4.200,000

REMOÇÃO MANUAL DE BARREIRA EM ROCHA LOCALIZAÇÃO 0,000

1.040,000 M³ QUANTIDADE 960,000

317,077 317,077 317,077 317,077 317,077 317,077317,077 317,077

211,385 211,385211,385 211,385

317,077 317,077 317,077 317,077

211,385 211,385

10,769 10,769 10,769 10,76910,769 10,769

211,385 211,385

10,769 10,769

211,385 211,385 211,385 211,385

10,769 10,769 10,769 10,769

120,000 120,000 120,000 120,000120,000 120,000120,000 120,000

30,000 30,000 30,000 30,000 30,000 30,00030,000 30,000

120,000 120,000120,000 120,000

20,000 20,00020,000 20,000

30,000 30,000 30,000 30,000

20,000 20,000

6.000,000 6.000,000 6.000,000 6.000,0006.000,000 6.000,000

20,000 20,000

6.000,000 6.000,000

20,000 20,000 20,000 20,000

6.000,000 6.000,000 6.000,000 6.000,000

800,000 800,000 800,000 800,000800,000 800,000800,000 800,000

400,000 400,000 400,000 400,000 400,000 400,000400,000 400,000

800,000 800,000800,000 800,000

400,000 400,000400,000 400,000

400,000 400,000 400,000 400,000

400,000 400,000

340,000 340,000 340,000 340,000340,000 340,000

400,000 400,000

340,000 340,000

400,000 400,000 400,000 400,000

340,000 340,000 340,000 340,000

1.250,000 1.250,000 1.250,000 1.250,0001.250,000 1.250,0001.250,000 1.250,000

350,000 350,000 350,000 350,000 350,000 350,000350,000 350,000

1.250,000 1.250,0001.250,000 1.250,000

80,000 80,00080,000 80,000

350,000 350,000 350,000 350,000

80,000 80,00080,000 80,00080,000 80,000 80,000 80,000

Página 30 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

20,0 30,0 70,0 50,0 60,0


PROJETO BÁSICO

0,0 10,0 40,0 90,0 100,0 110,0 120,0 80,0

REMOÇÃO MECANIZADA DE BARREIRA EM SOLO LOCALIZAÇÃO 0,000

12.480,000 M³ QUANTIDADE 11.520,000

REMOÇÃO MECANIZADA DE BARREIRA EM ROCHA LOCALIZAÇÃO 0,000

1.040,000 M³ QUANTIDADE 960,000

ROÇADA MANUAL LOCALIZAÇÃO 0,000

39,000 HÁ QUANTIDADE 36,000

ROÇADA DE CAPIM COLONIÃO LOCALIZAÇÃO 0,000


ROÇADA MECANIZADA LOCALIZAÇÃO 0,000


CORTE E LIMPEZA DE ÁRES GRAMADAS LOCALIZAÇÃO 0,000

36.000,000 M² QUANTIDADE 33.230,769

CAPINA MANUAL LOCALIZAÇÃO 0,000

78.000,000 M² QUANTIDADE 72.000,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

LOCALIZAÇÃO 0,000

QUANTIDADE 0,000

960,000 960,000 960,000 960,000960,000 960,000960,000 960,000960,000 960,000 960,000 960,000

80,000 80,000 80,000 80,00080,000 80,00080,000 80,000

3,000 3,000 3,000 3,000 3,000 3,0003,000 3,000

80,000 80,00080,000 80,000

6,000 6,0006,000 6,000

31,000 31,00031,000 31,000

3,000 3,000 3,000 3,000

6,000 6,0006,000 6,000 6,000 6,000

31,000 31,000 31,000 31,000

6,000 6,000

2.769,231 2.769,231

31,000 31,000 31,000 31,000

2.769,231 2.769,2312.769,231 2.769,231

6.000,000 6.000,0006.000,000 6.000,000

2.769,231 2.769,231 2.769,231 2.769,231

6.000,000 6.000,000 6.000,000 6.000,000

2.769,231 2.769,231

6.000,000 6.000,000 6.000,000 6.000,000

Página 31 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

BRITA P/ BASE DE REMENDO PROFUNDO BC LOCALIZAÇÃO

218,400 M³ QUANTIDADE

PINTURA DE LIGAÇÃO LOCALIZAÇÃO

13.000,000 M³ QUANTIDADE

MISTURA BETUMINOSA EM BETONEIRA AC/BC LOCALIZAÇÃO


REC. DO REV. COM MISTURA BETUMINOSA A QUENTE LOCALIZAÇÃO


MISTURA BETUMINOSA USINADA A QUENTE AC/BC LOCALIZAÇÃO


REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO LOCALIZAÇÃO


REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO LOCALIZAÇÃO


CONCRETO CICLÓPICO AC/BC/PC LOCALIZAÇÃO


CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC LOCALIZAÇÃO

60,000 KG QUANTIDADE

DOBRAGEM E COLOCAÇÃO DE ARMADURA LOCALIZAÇÃO

1.500,000 M² QUANTIDADE

FORMA COMUM DE MADEIRA LOCALIZAÇÃO

180,000 M² QUANTIDADE

REATERRO E COMPACTAÇÃO P/ BUEIRO LOCALIZAÇÃO


LIMPEZA DE PONTE LOCALIZAÇÃO

3.354,900 M QUANTIDADE

ESCAVAÇÃO MANUAL MAT. 1ª CAT. LOCALIZAÇÃO


130,0


PROJETO BÁSICO

120,0

1.000,000

16,800

9,720

40,000

46,480

4,615

13,846

1,923

4,615

115,385

13,846

20,385

47,692

Página 32 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

130,0


PROJETO BÁSICO

120,0

ESCAVAÇÃO MECANICA EM MAT. 1ª CAT. LOCALIZAÇÃO


ENROCAMENTO DE PEDRA ARRUMADA LOCALIZAÇÃO


ENROCAMENTO DE PEDRA JOGADA LOCALIZAÇÃO


REVESTIMENTO VEGETAL C/ MUDAS LOCALIZAÇÃO


REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS LOCALIZAÇÃO


TAPA BURACO LOCALIZAÇÃO


REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL LOCALIZAÇÃO


REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA LOCALIZAÇÃO


CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA LOCALIZAÇÃO


RECOMPOSIÇÃO DE GUARDA CORPO AC/BC LOCALIZAÇÃO


LIMPEZA DE SARJETA E MEIO FIO LOCALIZAÇÃO


LIMPEZA DE VALETA DE CORTE LOCALIZAÇÃO


LIMPEZA DE VALA DE DRENAGEM LOCALIZAÇÃO


LIMPEZA DE DESCIDA D'AGUA LOCALIZAÇÃO


586,154

28,000

28,000

1.692,308

1.415,385

12,000

6,000

15,000

40,000

41.918,077

2.173,846

1.675,385

1.218,923

Página 33 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

130,0


PROJETO BÁSICO

120,0

LIMPEZA DE BUEIRO LOCALIZAÇÃO


DESOBSTRUÇÃO DE BUEIRO LOCALIZAÇÃO


ASSENTAMENTO DE TUBO Ø = 1,0M AC/BC LOCALIZAÇÃO

140,000 M QUANTIDADE

LIMPEZA DE PLACA DE SINALIZAÇÃO LOCALIZAÇÃO


RECOMPOSIÇÃO DE PLACA DE SINALIZAÇÃO LOCALIZAÇÃO

390,000 M² QUANTIDADE

RECOMPOSIÇÃO DE DEFENSA METÁLICA LOCALIZAÇÃO

260,000 M QUANTIDADE

CAIAÇÃO LOCALIZAÇÃO


RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA LOCALIZAÇÃO


RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO LOCALIZAÇÃO


RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME LOCALIZAÇÃO


RECOMPOSIÇÃO MANUAL DE ATERRO LOCALIZAÇÃO


RECOMPOSIÇÃO MECANIZADA DE ATERRO LOCALIZAÇÃO


REMOÇÃO MANUAL DE BARREIRA EM SOLO LOCALIZAÇÃO


REMOÇÃO MANUAL DE BARREIRA EM ROCHA LOCALIZAÇÃO


317,077

211,385

10,769

120,000

30,000

20,000

6.000,000

800,000

400,000

400,000

340,000

1.250,000

350,000

80,000

Página 34 de 38

MT-DNIT

RODOVIA: BR 381/MG





TOTAL TRAGEM

130,0


PROJETO BÁSICO

120,0

REMOÇÃO MECANIZADA DE BARREIRA EM SOLO LOCALIZAÇÃO


REMOÇÃO MECANIZADA DE BARREIRA EM ROCHA LOCALIZAÇÃO


ROÇADA MANUAL LOCALIZAÇÃO

39,000 HÁ QUANTIDADE

ROÇADA DE CAPIM COLONIÃO LOCALIZAÇÃO


ROÇADA MECANIZADA LOCALIZAÇÃO


CORTE E LIMPEZA DE ÁRES GRAMADAS LOCALIZAÇÃO


CAPINA MANUAL LOCALIZAÇÃO


LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

LOCALIZAÇÃO

QUANTIDADE

960,000

80,000

3,000

6,000

31,000

2.769,231

6.000,000

Página 35 de 38


S.R.E.M.G. EXTENSÃO: 130,0 KM

RODOVIA: BR-259/MG





ITEM DISCRIMINAÇÃO QUANT. UNID. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

2.230.50 BRITA P/ BASE DE REMENDO PROFUNDO BC 436,800 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.400.00 PINTURA DE LIGAÇÃO 26.000,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.530.50 MISTURA BETUMINOSA EM BETONEIRA AC/BC 252,720 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.540.01 REC. DO REV. COM MISTURA BETUMINOSA A QUENTE 1.040,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.540.50 MISTURA BETUMINOSA USINADA A QUENTE AC/BC 1.208,480 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.900.00 REMOÇÃO MECANIZADA DE REVESTIMENTO BETUMINOSO 120,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

2.902.00 REMOÇÃO MECANIZADA DA CAMADA GRANULAR DO PAVIMENTO 360,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.310.50 CONCRETO CICLÓPICO AC/BC/PC 50,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.329.50 CONCRETO DE CIMENTO (CONF. MAN. E LANÇ.) AC/BC 120,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.353.00 DOBRAGEM E COLOCAÇÃO DE ARMADURA 3.000,000 KG 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.370.00 FORMA COMUM DE MADEIRA 360,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.940.01 REATERRO E COMPACTAÇÃO P/ BUEIRO 530,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

3.950.00 LIMPEZA DE PONTE 6.709,800 M 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

4.000.00 ESCAVAÇÃO MANUAL MAT. 1ª CAT. 1.240,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

4.001.00 ESCAVAÇÃO MECANICA EM MAT. 1ª CAT. 15.240,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

5.000.00 ENROCAMENTO DE PEDRA ARRUMADA 728,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

5.001.00 ENROCAMENTO DE PEDRA JOGADA 728,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 2,0 4,0 5,0 5,0 7,0

5.101.01 REVESTIMENTO VEGETAL C/ MUDAS 44.000,000 M² 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

5.101.02 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 36.800,000 M² 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.100.00 TAPA BURACO 312,000 M³ 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.101.01 REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 156,000 M³ 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.101.02 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANICA 390,000 M³ 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.109.12 CORREÇÃO DE DEFEITOS POR FRESAGEM DESCONTÍNUA 1.040,000 M³ 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.200.50 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 447,320 M 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 3,00 3,00 3,00 3,0 3,0 3,0 5,0 5,0 5,0

8.300.01 LIMPEZA DE SARJETA E MEIO FIO 1.089.870,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.301.01 LIMPEZA DE VALETA DE CORTE 56.520,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.301.02 LIMPEZA DE VALA DE DRENAGEM 43.560,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.301.03 LIMPEZA DE DESCIDA D'AGUA 31.692,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.302.01 LIMPEZA DE BUEIRO 8.244,000 M³ 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.302.02 DESOBSTRUÇÃO DE BUEIRO 5.496,000 M³ 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.302.55 ASSENTAMENTO DE TUBO Ø = 1,0M AC/BC 280,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.400.00 LIMPEZA DE PLACA DE SINALIZAÇÃO 3.120,000 M² 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.400.01 RECOMPOSIÇÃO DE PLACA DE SINALIZAÇÃO 780,000 M² 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.401.00 RECOMPOSIÇÃO DE DEFENSA METÁLICA 520,000 M 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0

UNIDADE LOCAL DE GOV. VALADARES

CRONOGRAMA FÍSICO E FINANCEIRO

Página 36 de 38



RODOVIA: BR-259/MG








8.402.00 CAIAÇÃO 156.000,000 M² 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0

8.414.00 RECOMP. TOTAL DE CERCA C/ MOURÃO DE MADEIRA 20.800,000 M 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0

8.414.01 RECOMP. PARCIAL CERCA DE MADEIRA - MOURÃO 10.400,000 M 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0 10,0 5,0 5,0 2,0 2,0 3,0 3,0 3,0 2,0 2,0 5,0 8,0

8.414.02 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 10.400,000 M 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.500.00 RECOMPOSIÇÃO MANUAL DE ATERRO 8.840,000 M³ 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.501.00 RECOMPOSIÇÃO MECANIZADA DE ATERRO 32.500,000 M³ 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

8.510.00 REMOÇÃO MANUAL DE BARREIRA EM SOLO 9.100,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.510.01 REMOÇÃO MANUAL DE BARREIRA EM ROCHA 2.080,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.511.00 REMOÇÃO MECANIZADA DE BARREIRA EM SOLO 24.960,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.512.00 REMOÇÃO MECANIZADA DE BARREIRA EM ROCHA 2.080,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.900.00 ROÇADA MANUAL 78,000 HÁ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.900.01 ROÇADA DE CAPIM COLONIÃO 156,000 HÁ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.901.00 ROÇADA MECANIZADA 806,000 HÁ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.901.01 CORTE E LIMPEZA DE ÁRES GRAMADAS 72.000,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

8.910.00 CAPINA MANUAL 156.000,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.002.03 TRANSPORTE LOCAL MATERIAL PARA REMENDOS. 244.085,331 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.002.06 TRANSPORTE LOCAL CAM. BASC. 10M³ ROD. PAV. 579.963,556 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.002.41 TRANSPORTE LOCAL C/ CARROCERIA 4T ROD. PAV. 61.117,280 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.002.90 TRANSPORTE COMERCIAL C/ CARROCERIA ROD. PAV. 3.467,028 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.002.91 TRANSPORTE COMERCIAL C/ BASC. 10M³ ROD. PAV. 249.839,418 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

9.202.70 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 72,760 Txkm 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RL-1C P/ TAPA BURACO 187,200 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 18,720 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RL-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 46,800 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ 1.040,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CAP-50/70 P/ TAPA BURACO 124,800 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL 12,480 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CAP-50/70 P/ REMENDO PROFUNDO C/ DEMOLIÇÃOO MECANIZADA 31,200 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DE REVESTIMENTO) 1.040,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RR-1C P/ TAPA BURACO 312,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 156,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 390,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL 156,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 390,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

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RODOVIA: BR-259/MG








TRANSP. P/ RL-1C P/ TAPA BURACO 187,200 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ RL-1C P/ REMENDO PROFUNDO C/ DEM. MANUAL 18,720 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/RL-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 46,800 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ CAP-50/70 P/ RECOMPOSIÇÃO DO REVESTIMENTO C/ MBUQ 1.040,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ CAP-50/70 P/ TAPA BURACO 124,800 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MANUAL 12,480 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ CAP-50/70 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 31,200 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ RR-1C P/ PINTURA DE LIGAÇÃO (RECOMP. DO REVEST. C/ MBUQ) 1.040,000 M² 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ RR-1C P/ TAPA BURACO 312,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/RR-1C P/ REMENDO PROFUNDO C/ DEMOLIÇÃO MANUAL 156,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ RR-1C P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 390,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/CM-30 P/ REMENDO PROFUNDO C/ DEM. MANUAL 156,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

TRANSP. P/ CM-30 P/ REMENDO PROFUNDO C/ DEM. MECANIZADA 390,000 M³ 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 24,000 MÊS 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0 7,0 5,0 5,0 4,0 4,0 1,0 1,0 1,0 4,0 5,0 5,0 8,0

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 1.440,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 1.440,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 1.280,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 560,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 640,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

T302 MOTORISTA DE CAMINHÃO 3.280,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

T501 ENCARREGADO DE TURMA 3.280,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

T702 AJUDANTE 26.240,000 H 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0 5,0 4,0 4,0 4,00 4,00 4,00 4,0 4,0 4,0 4,0 4,0 5,0

308 MOBILIZAÇÃO E DESMOBILIZAÇÃO 2,000 UNID. 50,0 50,0

309 INSTALAÇÃO E MANUTENÇÃO DE CANTEIRO 174,000 M² 100,0

VALORES

659,3

00

426,5

39

426,5

39

350,5

18

350,5

18

255,0

06

255,0

06

263,2

98

350,5

18

400,5

39

426,5

39

591,2

60

597,4

53

426,5

39

426,5

39

350,5

18

350,5

18

255,0

06

255,0

06

263,2

98

350,5

18

400,5

39

426,5

39

611,0

11

EM REAIS

659,3

00

1.0

85,8

39

1.5

12,3

78

1.8

62,8

96

2.2

13,4

15

2.4

68,4

20

2.7

23,4

26

2.9

86,7

24

3.3

37,2

42

3.7

37,7

81

4.1

64,3

20

4.7

55,5

80

5.3

53,0

34

5.7

79,5

72

6.2

06,1

11

6.5

56,6

30

6.9

07,1

48

7.1

62,1

54

7.4

17,1

60

7.6

80,4

57

8.0

30,9

76

8.4

31,5

15

8.8

58,0

54

9.4

69,0

65

VALOR MENSAL

VALOR ACUMULADO

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MT-DEPARTAMENTO NACIONAL DE INFRA ESTRUTURA DE … · mt-departamento nacional de infra estrutura de transportes s.r.e.m.g. extensÃo: 130,0 km s.r.e.m.g. rodovia: br-259/mg unidade