preÇos de materiais - dnit.gov.br · mt-departamento nacional de infra estrutura de transportes...

RODOVIA: BR-474/MG

TRECHO : Entr. BR-259 (Aimorés) – Entr. BR-116 (Caratinga)

SUB-TRECHO : Expedicionário Alicio - Piedade de Caratinga

SEGMENTO: KM 31,1 AO KM 152,5

SICRO 2IGP-DI

(março /2016)

IGP-DI

(agosto 16)

PREÇO

MARÇO/2016

AREIA m3 83,67 627,060 647,153 29,060 PEDRA/BRITA

BRITA COTADA m3 65,00 627,060 647,153 67,140 D = 1,5T/M3

PEDRA DE MÃO m3 65,00 627,060 647,153 67,140 1T = R$ 46,20 1M3 = R$ 69,30

Governador Valadares, 26 de setembro de 2016

30,00

69,30

69,30

M.T. - DEPARTAMENTO NACIONAL DE INFRAESTRUTURA DE TRANSPORTES - S.R.E.M.G. - U L. DE GOVERNADOR VALADARES

PREÇOS DE MATERIAIS

MATERIAISUNIDA

DE

PREÇOS UNITÁRIOS DO MÊS DE MARÇO DE 2015

BRITASANGER INDUSTRIA E

COMERCIO DE PEDRAS LTDA.MEMORIA DE CALCULO:

Página 1 de 46

Engº. Ricardo Luiz de Freitas

Chefe de Serviço da Unidade Local de Governador Valadares

Matrícula 1065-0 - DNIT - SREMG

MT-DEPARTAMENTO NACIONAL DE INFRA ESTRUTURA DE TRANSPORTES PLANO ANUAL DE TRABALHO E ORÇAMENTO

S.E.R.M.G. EXTENSÃO: 121,4 KM UNIDADE LOCAL DE CARATINGA

RODOVIA: BR-474/MG



SEGMENTO: KM 31,1 AO KM 152,5 PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040

PREÇO A NÍVEL DE MARÇO/2016 C/ DESONERAÇÃO

QUANT. DE PREÇO PREÇO

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

1 1º ITEM DO CONTRATO

2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM 60,000 M³ 1,000 M³/M³ 60,000 355,34 21.320,40

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO 10,800 KM 1.950,00 M3/KM 21.060,000 17,23 362.863,80

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO 10,800 KM 43.200,00 M2/KM 466.560,000 0,27 125.971,20

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO 8.640,000 M³ 1,000 M³/M³ 8.640,000 21,10 182.304,00

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC 110,600 KM 2,000 M3/KM 221,200 116,12 25.685,74

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC 829,500 M3 1,000 M3/M3 829,500 132,61 109.999,99

3S0331050 CONCRETO CICLÓPICO AC/BC/PC 120,000 M3 1,000 M3/M3 120,000 358,11 42.973,20

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC 230,000 M3 1,000 M³/M³ 230,000 437,01 100.512,30

3S0337000 FORMAS COMUM DE MADEIRA 350,000 M3 3,000 M²/M3 1.050,000 85,93 90.226,50

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA 230,000 M3 25,000 KG/M3 5.750,000 7,84 45.080,00

3S0395000 LIMPEZA DE PONTE 772,800 M 3,000 M/M 2.318,400 5,93 13.748,11

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. 3.400,000 M3 1,000 M³/M³ 3.400,000 46,58 158.372,00

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA 5.700,000 M3 1,000 M³/M³ 5.700,000 8,54 48.678,00

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA 380,000 M3 1,000 M3/M3 380,000 155,98 59.272,40

3S0500100 ENROCAMENTO DE PEDRA JOGADA. 400,000 M3 1,000 M³/M³ 400,000 101,68 40.672,00

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS 7.600,000 M² 1,000 M²/M² 7.600,000 7,77 59.052,00

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 6.600,000 M² 1,000 M²/M² 6.600,000 8,31 54.846,00

3S0800100 RECONFORMAÇÃO DA PLATAFORMA 194,400 HÁ 1,000 HÁ/HÁ 194,400 238,70 46.403,28

3S0810000 TAPA BURACO 110,600 KM 3,000 M³/KM 331,800 288,88 95.850,38

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL 110,600 KM 1,000 M³/KM 110,600 327,95 36.271,27

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 110,600 KM 1,500 M³/KM 165,900 225,39 37.392,20

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA 110,600 KM 4,000 M³/KM 442,400 152,98 67.678,35

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 1.545,600 M 0,100 M/M 154,560 129,83 20.066,52

3S0830001 LIMPEZA DE SARJETA E MEIO FIO 84.980,000 M 3,000 M/M 254.940,000 0,53 135.118,20

3S0830101 LIMPEZA DE VALETA DE CORTE 28.240,000 M 3,000 M/M 84.720,000 0,79 66.928,80

3S0830102 LIMPEZA VALA DRENAGEM 5.800,000 M 3,000 M/M 17.400,000 3,17 55.158,00

3S0830103 LIMPEZA DE DESCIDA DAGUA 5.800,000 M 3,000 M/M 17.400,000 1,06 18.444,00

3S0830201 LIMPEZA DE BUEIROS 7.600,000 M3 1,200 M3/M3 9.120,000 17,91 163.339,20

3S0830202 DESOBSTRUCÃO DE BUEIROS 7.600,000 M3 0,800 M3/M3 6.080,000 51,69 314.275,20

3S0840200 CAIACÃO 132.000,000 M2 1,000 M2/M2 132.000,000 2,20 290.400,00

3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA 121,400 KM 45,000 M/KM 5.463,000 15,84 86.533,92

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO 121,400 KM 30,000 M/KM 3.642,000 12,86 46.836,12

CÓDIGO SERVIÇO INVENTÁRIO NÍVEL DE ESFORÇO

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RODOVIA: BR-474/MG






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

INVENTÁRIO NÍVEL DE ESFORÇO

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 121,400 KM 25,000 M/KM 3.035,000 4,89 14.841,15

3S0850000 RECOMP. MANUAL DE ATERRO 121,400 KM 40,000 M3/KM 4.856,000 107,95 524.205,20

3S0850100 RECOMP. MECANIZADA DE ATERRO 121,400 km 160,000 M3/KM 19.424,000 25,57 496.671,68

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO 121,400 KM 40,000 M3/KM 4.856,000 27,03 131.257,68

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO 121,400 KM 240,000 M3/KM 29.136,000 5,83 169.862,88

3S0890000 ROCADA MANUAL 121,400 HÁ 0,500 HA/KM 60,700 1.492,54 90.597,17

3S0890001 ROCADA DE CAPIM COLONIÃO 121,400 HÁ 1,500 HA/KM 182,100 3.582,09 652.298,58

3S0890100 ROÇADA MECANIZADA 121,400 HÁ 2,000 HA/KM 242,800 331,69 80.534,33

3S0891000 CAPINA MANUAL 66.750,000 M2 1,000 M2/M2 66.750,000 0,60 40.050,00

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. 536.105,920 TxKM 1,000 TKM/TKM 536.105,920 0,93 498.578,50

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. 6.904,950 TxKM 1,000 TKM/TKM 6.904,950 1,60 11.047,92

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. 817.538,790 TxKM 1,000 TKM/TKM 817.538,790 0,74 604.978,70

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS 55.351,530 TxKM 1,000 TKM/TKM 55.351,530 1,32 73.064,01

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. 21.145,650 TxKM 1,000 TKM/TKM 21.145,650 1,25 26.432,06

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. 37.845,590 TxKM 1,000 TKM/TKM 37.845,590 0,54 20.436,61

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. 6.055,630 TxKM 1,000 TKM/TKM 6.055,630 1,88 11.384,58

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 15.593,270 TxKM 1,000 TKM/TKM 15.593,270 1,47 22.922,10


AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 110,600 M3 1,000 M3/M3 110,600 17,31 1.914,48

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 165,900 M3 1,000 M3/M3 165,900 17,31 2.871,72

AQUISIÇÃO DE RR-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 16,98 5.633,96

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 8,33 921,29

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 8,33 1.381,94

AQUISIÇÃO DE RL-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 328,60 109.029,48

AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 65,72 7.268,63

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 65,72 10.902,94

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO 11.060,000 M3 1,000 M3/M3 11.060,000 0,62 6.857,20

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 442,400 M3 1,000 M3/M3 442,400 328,60 145.372,64

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 110,600 M3 1,000 M3/M3 110,600 1,12 123,87

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 165,900 M3 1,000 M3/M3 165,900 1,12 185,80

TRANSPORTE DE RR-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 2,30 763,14

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RODOVIA: BR-474/MG








TRANSPORTE DE RR-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 1,12 123,87

TRANSPORTE DE RR-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 1,12 185,80

TRANSPORTE DE RL-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 42,63 14.144,63

TRANSPORTE DE RL-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 8,52 942,31

TRANSPORTE DE RL-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 8,52 1.413,46

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO 11.060,000 M3 1,000 M3/M3 11.060,000 0,08 884,80

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 442,400 M3 1,000 M3/M3 442,400 42,63 18.859,51


E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 12,000 MÊS 1,000 MÊS/MÊS 12,000 6.535,92 78.431,04


E006 MOTONIVELADORA: CATERPILLAR - 120 K - 415,500 H 1,000 H/H 415,500 220,78 91.734,09

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS 750,000 H 1,000 H/H 750,000 110,13 82.597,50

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 850,000 H 1,000 H/H 850,000 178,55 151.767,50

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira 400,000 H 1,000 H/H 400,000 368,75 147.500,00

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 500,000 H 1,000 H/H 500,000 162,41 81.205,00

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T 460,000 H 1,000 H/H 460,000 201,41 92.648,60

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l 250,000 H 1,000 H/H 250,000 203,73 50.932,50

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 240,000 H 1,000 H/H 240,000 93,34 22.401,60

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 240,000 H 1,000 H/H 240,000 128,46 30.830,40

E411 Cavalo Mecânico com Reboque : M. Benz/Randon 350,000 H 1,000 H/H 350,000 259,04 90.664,00

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 320,000 H 1,000 H/H 320,000 29,73 9.513,60

T501 ENCARREGADO DE TURMA 1.750,000 H 1,000 H/H 1.750,000 33,90 59.325,00

T702 AJUDANTE 14.000,00 H 1,000 H/H 14.000,000 14,33 200.620,00


INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO 174,000 M2 1,000 M2/M2 174,000 319,61 55.612,14

MOBILIZAÇÃO E DESMOBILIZAÇÃO 2,000 UNID 1,000 UN/UN 2,000 29.188,05 58.376,10

8.125.376,77TOTAL

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MT-DEPARTAMENTO NACIONAL DE INFRA ESTRUTURA DE TRANSPORTES

S.E.R.M.G.

RODOVIA: BR-474/MG PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040

TRECHO : Entr. BR-259 (Aimorés) – Entr. BR-116 (Caratinga) EXTENSÃO: 121,4 KM


SEGMENTO: KM 31,1 AO KM 152,5 PREÇO A NÍVEL DE MARÇO/2016 C/ DESONERAÇÃO

ITEM DISCRIMINAÇÃO UNID. QUANT. PREÇO PREÇO POR EXTENSO PREÇO

2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM M³ 120,000 355,34 trezentos e cinquenta e cinco reais e trinta e quatro centavos 42.640,80

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO M³ 42.120,000 17,23 dezessete reais e vinte e três centavos 725.727,60

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO M² 933.120,000 0,27 vinte e sete centavos 251.942,40

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO M³ 17.280,000 21,10 vinte e um reais e dez centavos 364.608,00

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC M³ 442,400 116,12 cento e dezesseis reais e doze centavos 51.371,48

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC M³ 1.659,000 132,61 cento e trinta e dois reais e sessenta e um centavos 219.999,99

3S0331050 CONCRETO CICLÓPICO AC/BC/PC M³ 240,000 358,11 trezentos e cinquenta e oito reais e onze centavos 85.946,40

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC M³ 460,000 437,01 quatrocentos e trinta e sete reais e um centavo 201.024,60

3S0337000 FORMAS COMUM DE MADEIRA M² 2.100,000 85,93 oitenta e cinco reais e noventa e três centavos 180.453,00

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA KG 11.500,000 7,84 sete reais e oitenta e quatro centavos 90.160,00

3S0395000 LIMPEZA DE PONTE M 4.636,800 5,93 cinco reais e noventa e três centavos 27.496,22

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. M³ 6.800,000 46,58 quarenta e seis reais e cinquenta e oito centavos 316.744,00

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA M³ 11.400,000 8,54 oito reais e cinquenta e quatro centavos 97.356,00

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA M³ 760,000 155,98 cento e cinquenta e cinco reais e noventa e oito centavos 118.544,80

3S0500100 ENROCAMENTO DE PEDRA JOGADA. M³ 800,000 101,68 cento e um reais e sessenta e oito centavos 81.344,00

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS M² 15.200,000 7,77 sete reais e setenta e sete centavos 118.104,00

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS M² 13.200,000 8,31 oito reais e trinta e um centavos 109.692,00

3S0800100 RECONFORMAÇÃO DA PLATAFORMA HÁ 388,800 238,70 duzentos e trinta e oito reais e setenta centavos 92.806,56

3S0810000 TAPA BURACO M³ 663,600 288,88 duzentos e oitenta e oito reais e oitenta e oito centavos 191.700,76

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL M³ 221,200 327,95 trezentos e vinte e sete reais e noventa e cinco centavos 72.542,54

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA M³ 331,800 225,39 duzentos e vinte e cinco reais e trinta e nove centavos 74.784,40

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA M³ 884,800 152,98 cento e cinquenta e dois reais e noventa e oito centavos 135.356,70

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC M 309,120 129,83 cento e vinte e nove reais e oitenta e três centavos 40.133,04

3S0830001 LIMPEZA DE SARJETA E MEIO FIO M 509.880,000 0,53 cinquenta e três centavos 270.236,40

3S0830101 LIMPEZA DE VALETA DE CORTE M 169.440,000 0,79 setenta e nove centavos 133.857,60

3S0830102 LIMPEZA VALA DRENAGEM M 34.800,000 3,17 três reais e dezessete centavos 110.316,00

3S0830103 LIMPEZA DE DESCIDA DAGUA M 34.800,000 1,06 um real e seis centavos 36.888,00

3S0830201 LIMPEZA DE BUEIROS M³ 18.240,000 17,91 dezessete reais e noventa e um centavos 326.678,40

3S0830202 DESOBSTRUCÃO DE BUEIROS M³ 12.160,000 51,69 cinquenta e um reais e sessenta e nove centavos 628.550,40

3S0840200 CAIACÃO M² 264.000,000 2,20 dois reais e vinte centavos 580.800,00

ORÇAMENTO - OBRAS DE CONSERVAÇÃO RODOVIÁRIA - PARA 02 ANOS

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S.E.R.M.G.







3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA m 10.926,000 15,84 quinze reais e oitenta e quatro centavos 173.067,84

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO m 7.284,000 12,86 doze reais e oitenta e seis centavos 93.672,24

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME m 6.070,000 4,89 quatro reais e oitenta e nove centavos 29.682,30

3S0850000 RECOMP. MANUAL DE ATERRO M³ 9.712,000 107,95 cento e sete reais e noventa e cinco centavos 1.048.410,40

3S0850100 RECOMP. MECANIZADA DE ATERRO M³ 38.848,000 25,57 vinte e cinco reais e cinquenta e sete centavos 993.343,36

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO M³ 9.712,000 27,03 vinte e sete reais e três centavos 262.515,36

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO M³ 58.272,000 5,83 cinco reais e oitenta e três centavos 339.725,76

3S0890000 ROCADA MANUAL HÁ 121,400 1.492,54 um mil quatrocentos e noventa e dois reais e cinquenta e quatro centavos 181.194,35

3S0890001 ROCADA DE CAPIM COLONIÃO HÁ 364,200 3.582,09 três mil quinhentos e oitenta e dois reais e nove centavos 1.304.597,17

3S0890100 ROÇADA MECANIZADA HÁ 485,600 331,69 trezentos e trinta e um reais e sessenta e nove centavos 161.068,66

3S0891000 CAPINA MANUAL M2 133.500,000 0,60 sessenta centavos 80.100,00

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. TxKM 1.072.211,840 0,93 noventa e três centavos 997.157,01

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. TxKM 13.809,900 1,60 um real e sessenta centavos 22.095,84

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. TxKM 1.635.077,580 0,74 setenta e quatro centavos 1.209.957,40

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS TxKM 110.703,060 1,32 um real e trinta e dois centavos 146.128,03

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. TxKM 42.291,300 1,25 um real e vinte e cinco centavos 52.864,12

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. TxKM 75.691,180 0,54 cinquenta e quatro centavos 40.873,23

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. TxKM 12.111,260 1,88 um real e oitenta e oito centavos 22.769,16

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. TxKM 31.186,540 1,47 um real e quarenta e sete centavos 45.844,21

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL M3 221,200 17,31 dezessete reais e trinta e um centavos 3.828,97

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA M3 331,800 17,31 dezessete reais e trinta e um centavos 5.743,45

AQUISIÇÃO DE RR-1C P/ TAPA BURACO M3 663,600 16,98 dezesseis reais e noventa e oito centavos 11.267,92

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL M3 221,200 8,33 oito reais e trinta e três centavos 1.842,59

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO M3 331,800 8,33 oito reais e trinta e três centavos 2.763,89

AQUISIÇÃO DE RL-1C P/ TAPA BURACO M3 663,600 328,60 trezentos e vinte e oito reais e sessenta centavos 218.058,96

AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL M3 221,200 65,72 sessenta e cinco reais e setenta e dois centavos 14.537,26

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO M3 331,800 65,72 sessenta e cinco reais e setenta e dois centavos 21.805,89

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO M3 22.120,000 0,62 sessenta e dois centavos 13.714,40

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS M3 884,800 328,60 trezentos e vinte e oito reais e sessenta centavos 290.745,28

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL M3 221,200 1,12 um real e doze centavos 247,74

Página 6 de 46





S.E.R.M.G.







TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA M3 331,800 1,12 um real e doze centavos 371,61

TRANSPORTE DE RR-1C P/ TAPA BURACO M3 663,600 2,30 dois reais e trinta centavos 1.526,28

TRANSPORTE DE RR-1C P/ REMENDO MANUAL M3 221,200 1,12 um real e doze centavos 247,74

TRANSPORTE DE RR-1C P/ REMENDO MECANICO M3 331,800 1,12 um real e doze centavos 371,61

TRANSPORTE DE RL-1C P/ TAPA BURACO M3 663,600 42,63 quarenta e dois reais e sessenta e três centavos 28.289,26

TRANSPORTE DE RL-1C P/ REMENDO MANUAL M3 221,200 8,52 oito reais e cinquenta e dois centavos 1.884,62

TRANSPORTE DE RL-1C P/ REMENDO MECANICO M3 331,800 8,52 oito reais e cinquenta e dois centavos 2.826,93

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO M3 22.120,000 0,08 oito centavos 1.769,60

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS M3 884,800 42,63 quarenta e dois reais e sessenta e três centavos 37.719,02

E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP MÊS 24,000 6.535,92 seis mil quinhentos e trinta e cinco reais e noventa e dois centavos 156.862,08

E006 MOTONIVELADORA: CATERPILLAR - 120 K - H 831,000 220,78 duzentos e vinte reais e setenta e oito centavos 183.468,18

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS H 1.500,000 110,13 cento e dez reais e treze centavos 165.195,00

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ H 1.700,000 178,55 cento e setenta e oito reais e cinquenta e cinco centavos 303.535,00

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira H 800,000 368,75 trezentos e sessenta e oito reais e setenta e cinco centavos 295.000,00

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ H 1.000,000 162,41 cento e sessenta e dois reais e quarenta e um centavos 162.410,00

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T H 920,000 201,41 duzentos e um reais e quarenta e um centavos 185.297,20

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l H 500,000 203,73 duzentos e três reais e setenta e três centavos 101.865,00

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T H 480,000 93,34 noventa e três reais e trinta e quatro centavos 44.803,20

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 H 480,000 128,46 cento e vinte e oito reais e quarenta e seis centavos 61.660,80

E411 Cavalo Mecânico com Reboque : M. Benz/Randon H 700,000 259,04 duzentos e cinquenta e nove reais e quatro centavos 181.328,00

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 H 640,000 29,73 vinte e nove reais e setenta e três centavos 19.027,20

T501 ENCARREGADO DE TURMA H 3.500,000 33,90 trinta e três reais e noventa centavos 118.650,00

T702 AJUDANTE H 28.000,000 14,33 quatorze reais e trinta e três centavos 401.240,00

INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO M2 174,000 319,61 trezentos e dezenove reais e sessenta e um centavos 55.612,14

MOBILIZAÇÃO E DESMOBILIZAÇÃO UNID 2,000 29.188,05 vinte e nove mil cento e oitenta e oito reais e cinco centavos 58.376,10

16.136.765,45

16.136.765,30

TOTAL

Página 7 de 46





S.E.R.M.G. PLANO ANUAL DE TRABALHO E ORÇAMENTO

RODOVIA: BR-474/MG


SUB-TRECHO : Expedicionário Alicio - Piedade de Caratinga PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040


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

2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM 120,000 M³ 5,0 10,0 10,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO 42.120,000 M³ 5,0 15,0 15,0 10,0 5,0 5,0 15,0 15,0 10,0 5,0

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO 933.120,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO 17.280,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC 442,400 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC 1.659,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0331050 CONCRETO CICLÓPICO AC/BC/PC 240,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC 460,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0337000 FORMAS COMUM DE MADEIRA 2.100,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA 11.500,000 KG 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0395000 LIMPEZA DE PONTE 4.636,800 M 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. 6.800,000 M³ 5,0 5,0 4,0 5,0 5,0 5,0 5,0 5,0 4,0 4,0 5,0 5,0 4,0 5,0 5,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA 11.400,000 M³ 5,0 5,0 4,0 5,0 5,0 5,0 5,0 5,0 4,0 4,0 5,0 5,0 4,0 5,0 5,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA 760,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0500100 ENROCAMENTO DE PEDRA JOGADA. 800,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS 15.200,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 13.200,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0800100 RECONFORMAÇÃO DA PLATAFORMA 388,800 HÁ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810000 TAPA BURACO 663,600 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL 221,200 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 331,800 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA 884,800 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 309,120 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830001 LIMPEZA DE SARJETA E MEIO FIO 509.880,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830101 LIMPEZA DE VALETA DE CORTE 169.440,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830102 LIMPEZA VALA DRENAGEM 34.800,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830103 LIMPEZA DE DESCIDA DAGUA 34.800,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830201 LIMPEZA DE BUEIROS 18.240,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830202 DESOBSTRUCÃO DE BUEIROS 12.160,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0840200 CAIACÃO 264.000,000 M² 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

UNIDADE LOCAL DE CARATINGA

CRONOGRAMA FÍSICO E FINANCEIRO

EXTENSÃO: 121,4 KM

Página 8 de 46






RODOVIA: BR-474/MG







EXTENSÃO: 121,4 KM

3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA 10.926,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO 7.284,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 6.070,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0850000 RECOMP. MANUAL DE ATERRO 9.712,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0850100 RECOMP. MECANIZADA DE ATERRO 38.848,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO 9.712,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO 58.272,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890000 ROCADA MANUAL 121,400 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890001 ROCADA DE CAPIM COLONIÃO 364,200 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890100 ROÇADA MECANIZADA 485,600 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0891000 CAPINA MANUAL 133.500,000 M2 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. 1.072.211,840 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. 13.809,900 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. 1.635.077,580 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS 110.703,060 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. 42.291,300 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. 75.691,180 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. 12.111,260 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 31.186,540 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RL-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO 22.120,000 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 884,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

Página 9 de 46






RODOVIA: BR-474/MG







EXTENSÃO: 121,4 KM

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO 22.120,000 M3 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0 5,0 5,0 4,0 5,0

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 884,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 24,000 MÊS 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E006 MOTONIVELADORA: CATERPILLAR - 120 K - 831,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS 1.500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 1.700,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira 800,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 1.000,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T 920,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l 500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 480,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 480,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E411 Cavalo Mecânico com Reboque : M. Benz/Randon 700,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 640,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

T501 ENCARREGADO DE TURMA 3.500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

T702 AJUDANTE 28.000,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO 174,000 M2 100,0

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

VALORES - (milhares)

50

7,3

71

76

6,9

67

79

9,1

12

83

0,4

05

57

4,7

91

53

8,5

05

50

2,2

18

46

8,0

64

46

3,9

23

50

5,0

80

76

4,8

35

76

4,8

35

80

1,8

51

1.0

20

,44

9

80

1,1

21

86

7,4

21

86

7,4

21

83

3,2

67

75

5,8

23

46

3,9

41

46

3,9

41

48

8,6

60

61

6,3

23

67

0,4

43

EM REAIS (milhares)

50

7,3

71

1.2

74

,33

8

2.0

73

,45

0

2.9

03

,85

5

3.4

78

,64

6

4.0

17

,15

1

4.5

19

,36

9

4.9

87

,43

3

5.4

51

,35

6

5.9

56

,43

6

6.7

21

,27

1

7.4

86

,10

6

8.2

87

,95

7

9.3

08

,40

5

10

.10

9,5

26

10

.97

6,9

47

11

.84

4,3

68

12

.67

7,6

35

13

.43

3,4

58

13

.89

7,3

99

14

.36

1,3

39

14

.84

9,9

99

15

.46

6,3

22

16

.13

6,7

65

VALOR MENSAL

VALOR ACUMULADO

Página 10 de 46




PESO MOMENTO

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

DMT= 354,2 KM

A - EQUIPAMENTOS2 Carregadeira de pneus 1 8,553 3.029,473 0,36 1.090,61

3 Motoniveladora 1 11,481 4.066,570 0,36 1.463,96

4 Escavadeira hidráulica 1 20,330 7.200,886 0,36 2.592,31

5 Rolo de pneu 1 8,200 2.904,440 0,36 1.045,59

6 Roçadeira mecânica 1 8,553 3.029,473 0,36 1.090,61

7 Trator de pneus 1 3,093 1.095,541 0,36 394,39

9 Tanques para armazenamento material betuminoso 3 5,000 5.313,000 0,36 1.912,68

10 Retroescavadeira 2 5,650 4.002,460 0,36 1.440,88

11 Trator de esteiras 1 7,765 2.750,363 0,36 990,13

12 Caldeira com barra espargidora manual 1 4,600 1.629,320 0,36 586,55

13 Rolo de pneus 1 8,200 2.904,440 0,36 1.045,59

14 Rolo compactador pé de carneiro 1 11,250 3.984,750 0,36 1.434,51

15 Rolo tandem 1 5,130 1.817,046 0,36 654,13

16 Betoneira 1 0,800 283,360 0,36 102,00

Total Equipamentos 15.843,94

BDI 21,24% 3.365,25

19.209,19

PESO CONSUMO COMBUS-

T (l/km) TÍVEL

1 Veículo sedan 1 1 0,10 3,7000 131,05

2 Veículo utilitário 1 1 0,24 3,7000 314,52

3 Caminhão basculante 5m³ 3 8,800 0,42 2,6500 1182,67

4 Caminhão carroceria munk 1 9,000 0,42 2,6500 394,22


6 Caminhão carroceria fixa 1 9,000 0,42 2,6500 394,22

7 Caminhão tanque 6.000 l 1 9,000 0,42 2,6500 394,22

Total Veículos 4.782,02

BDI 34,32% 1.641,18

6.423,20

Engenheiro 1

Encarregado Geral 1

Chefe de Escritório 1

Técnico de Estradas 1

Encarregado de Turma 1

Vigia 1

Pedreiro 1

Ajudante 3

Motorista 13

Total Pessoal

BDI 21,24%

TOTAL GERAL

SICRO - MARÇO/2016 - com desoneração

0,360 1657,65

2.932,75

622,91

VALOR PARCIAL 3.555,66

29.188,05

0,360 127,51

0,360 127,51

0,360 382,53

0,360 127,51

0,360 127,51

0,360 127,51

127,51

0,360 127,51

0,360

PREÇO UNITÁRIOSUB-TOTAL

P / KM

VALOR PARCIAL

VALORES REFERENCIAIS PARA MOBILIZAÇÃO E DESMOBILIZAÇÃO

ITENS EQUIPAMENTO QUANT.CUSTO

C - PESSOAL

B - VEÍCULOS QUANT. SUB-TOTAL

VALOR PARCIAL

QUANT.

Página 11 de 46




CUSTO CUSTO ÁREA CONSUMO CUSTO

UNITÁRIO PARCIAL CANTEIRO MATERIAL MATERIAL

2 INSTALAÇÃO CANTEIRO E ACAMPAMENTO

2.1 Tábua de 2ª 2,5 cm (SICRO COD.: M408) m2 1,08 6,84 7,39 174,00 187,92 1.285,37

2.2 Pontalete de 2ª 6 cm x 6 cm (SICRO COD.: M406) ml 4,90 13,82 67,72 174,00 852,60 11.782,93

2.3 Sarrafo 2,5cm x 4,5cm (SICRO COD.: M413) ml 3,00 2,28 6,84 174,00 522,00 1.190,16

2.4 Tábua de 3ª 2,5 cm (SINAPI COD.: 10568) m2 4,00 5,54 22,16 174,00 696,00 3.855,84

2.5 Viga 6 x 12 cm (SINAPI COD.: 4425) ml 0,80 13,60 10,88 174,00 139,20 1.893,12

2.6 Chapa compensada 10 mm (SINAPI COD.: 1364) m2 1,90 20,06 38,11 174,00 330,60 6.631,83

2.7 Telha ondulada de fibrocimento 4 mm (SINAPI COD.: 7213) m2 1,19 8,62 10,26 174,00 207,06 1.784,85

2.8 Cumeeira de fibrocimento (SINAPI COD.: 11017) ml 0,25 3,78 0,95 174,00 43,50 164,43

2.9 Prego 18x27 - (SINAPI COD.: 5061) Kg 0,80 7,60 6,08 174,00 139,20 1.057,92

2.10 Prego 15x15 (SINAPI COD.: 20247) Kg 0,20 8,56 1,71 174,00 34,80 297,88

2.11 Cimento (SICRO COD.: M201) Kg 26,18 0,30 7,85 174,00 4.555,32 1.366,59

2.12 Areia (SICRO COD.: M704) m3 0,08 83,67 6,74 174,00 14,01 1.171,96

2.13 Brita (SICRO COD.: AM35) m3 0,10 65,00 6,79 174,00 18,18 1.181,89

2.14 Betoneira (SICRO COD.: E302) h 0,09 17,45 1,48 174,00 14,79 258,08

2.15 Vaso sanitário branco comum (SINAPI COD.: 10420) und 0,02 124,96 2,87 174,00 4,00 500,08

2.16 Lavatório funcional (SINAPI COD.: 10425) und 0,02 81,55 1,88 174,00 4,00 326,36

2.17 Registro de pressão (SINAPI COD.: 6037) und 0,03 5,72 0,17 174,00 5,05 28,86

2.18 Torneira p/ lavatório (SINAPI COD.: 13416) und 0,02 26,91 0,54 174,00 3,48 93,64

2.19 Tubo PVC esgoto (SICRO COD.: M911) und 0,09 34,03 2,96 174,00 15,14 515,14

2.20 Tubo PVC soldavel c/ assessórios (SINAPI COD.: 9867) m 0,09 2,10 0,19 174,00 15,66 32,88

2.21 Interruptor (SINAPI COD.: 12128) Und 0,11 8,42 0,93 174,00 19,14 161,15

2.22 Tomada (SINAPI COD.: 12147) und 0,20 19,06 3,81 174,00 34,80 663,28

2.23 Soquete de louça (SINAPI COD.: 13329) und 0,04 2,90 0,12 174,00 6,96 20,18

2.24 Luminária Fluorescente 2x40w (SINAPI COD.: 3799) und 0,14 51,76 7,25 174,00 24,36 1.260,87

2.25 Disjuntor de 15A a 30A (SINAPI COD.: 14544) und 0,12 13,15 1,58 174,00 20,88 274,57

2.26 Quadro de distribuição (SINAPI COD.: 12038) und 0,01 248,39 2,48 174,00 1,74 432,19

2.27 Haste de aterramento c/ 1,80 m (SINAPI COD.: 3380) und 0,01 26,50 0,27 174,00 1,74 46,11

2.28 Fio # 2,5 mm2 (SINAPI COD.: 939) m 3,80 0,96 3,65 174,00 661,20 634,75


2.30 Cal (SICRO COD.: M702) kg 0,10 0,33 0,03 174,00 17,40 5,74

2.31 Pedreiro (SICRO COD.: T604) h 0,30 12,81 3,84 174,00 52,20 668,68

2.32 Carpinteiro (SICRO COD.: T603) h 1,50 12,81 19,22 174,00 261,00 3.343,41

2.33 Servente (SICRO COD.: T701) h 1,50 8,54 12,81 174,00 261,00 2.228,94

2.34 Eletricista (SINAPI COD.: 2436) h 0,07 12,82 0,90 174,00 12,18 156,14

2.35 Ajudante (SICRO COD.: T702) h 0,07 10,68 0,75 174,00 12,18 130,08

2.36 Bombeiro Hidráulico (SINAPI COD.: 2696) h 0,07 12,82 0,90 174,00 12,18 156,14

263,62 45.870,00

LDI 21,24% 9.742,78

Fonte TOTAL 55.612,78

SINAPI MARÇO 2016 - desonerado

SICRO 2 - MARÇO 2016 - com desoneração

COMP LARG. AREA(m²) R$/m² TOTAL

1 ADMINISTRAÇÃO / ENG° OBRA / FISCALIZAÇÃO 10,00 4,00 40,00 1,00 319,61 12.784,40

2 ALMOXARIFADO / LABORATÓRIO 10,00 4,00 40,00 1,00 319,61 12.784,40

3 SANITÁRIO / VESTIÁRIO 4,00 4,00 16,00 1,00 319,61 5.113,76

4 ALOJAMENTO 5,00 8,00 40,00 1,00 319,61 12.784,40

5 GUARITA 2,00 1,50 3,00 1,00 319,61 958,83

6 REFEITÓRIO 7,00 5,00 35,00 1,00 319,61 11.186,35

174,00 319,61 55.612,14 CUSTO DAS INSTALAÇÕES

TOTAL INSTALAÇÃO CANTEIRO DE OBRAS E ACAMPAMENTO

LAY-OUT DO CANTEIRO DE OBRAS

ITEM DISCRIMINAÇÃOINSTALAÇÕES

QTD.CUSTO (R$)

INSTALAÇÃO PROVISÓRIA DE CANTEIRO E ACAMPAMENTO – Valores referenciais

ITEM DISCRIMINAÇÃO UNID CONSUMO OBSERVAÇÃO

USINA

321

5

60 m 30 m

40 m

4

USINA

321

5

60 m 30 m

40 m

4321

5

60 m 30 m

40 m

4

6

Página 12 de 46




2 4 6

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

BETUMINOSO BET. / T (T) UNIDADE DE SERVIÇO

21,24%

CM-30 P/ REMENDO PROFUNDO DEM MANUAL m³ CM - 30 0,0053 3.267,75 17,31

CM-30 P/ REMENDO PROFUNDO DEM MECANIZADA m³ CM - 30 0,0053 3.267,75 17,31

RR-1C P/ TAPA BURACO m³ RR - 1C 0,0108 1.572,73 16,98

RR-1C P/ REMENDO DEM MANUAL m³ RR - 1C 0,0053 1.572,73 8,33

RR-1C P/ REMENDO DEM MECANIZADA m³ RR - 1C 0,0053 1.572,73 8,33

RL-1C P/ TAPA BURACO m³ RL - 1C 0,2000 1.643,00 328,60

RL-1C P/ REMENDO DEM. MANUAL m³ RL - 1C 0,0400 1.643,00 65,72

RL-1C P/ REMENDO DEM MECANIZADA m³ RL - 1C 0,0400 1.643,00 65,72

RR-1C P/ PINTURA DE LIGAÇÃO m³ RR - 1C 0,0004 1.572,73 0,62

RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS m³ RL - 1C 0,2000 1.643,00 328,60

1 2 3 4 5 6

QUANTIDADE CONSUMO QUANTIDADE DE P.U.PARA PREÇO TOTAL PREÇO TRANSPORTE

DE SERVIÇO MAT. BET. (T) TxKM (R$) MAT. BET.(R$) T x KM / UN. SERV.

3 = (1*2) 5 = (3*4) 6 = (5/1)

CM-30 P/ REMENDO PROFUNDO DEM MANUAL m³ 110,60 0,0053 0,59 213,16 124,95 1,12CM-30 P/ REMENDO PROFUNDO DEM MECANIZADA m³ 165,90 0,0053 0,88 213,16 187,43 1,12RR-1C P/ TAPA BURACO m³ 331,80 0,0108 3,58 213,16 763,85 2,30RR-1C P/ REMENDO DEM MANUAL m³ 110,60 0,0053 0,59 213,16 124,95 1,12RR-1C P/ REMENDO DEM MECANIZADA m³ 165,90 0,0053 0,88 213,16 187,43 1,12RL-1C P/ TAPA BURACO m³ 331,80 0,2000 66,36 213,16 14.145,30 42,63RL-1C P/ REMENDO DEM. MANUAL m³ 110,60 0,0400 4,42 213,16 943,02 8,52RL-1C P/ REMENDO DEM MECANIZADA m³ 165,90 0,0400 6,64 213,16 1.414,53 8,52RR-1C P/ PINTURA DE LIGAÇÃO m³ 11.060,00 0,0004 4,42 213,16 943,02 0,08RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS m³ 442,40 0,2000 88,48 213,16 18.860,40 42,63

PREÇO A NÍVEL DE MARÇO/2016 - C/ DESONERAÇÃO

Custo de Aquisição de Material Betuminoso

UN.SERVIÇO

Custo de Transporte de Material Betuminoso

SERVIÇO UN.

Página 13 de 46




MÊS CAP 50/70 Preço final RR-1C Preço final RL-1C Preço final CM-30 Preço final

jan/14 0,93481 1341,68 0,78417 1125,47 0,94114 1350,76 1,48348 2129,15

fev/14 0,94081 1350,29 0,75320 1081,02 0,91146 1308,16 1,51623 2176,15

mar/14 0,93076 1335,86 0,76094 1092,13 0,91511 1313,40 1,50901 2165,79

mai/14 0,93729 1345,23 0,74303 1066,42 0,91180 1308,65 1,49509 2145,81

jul/14 0,90442 1298,05 0,70602 1013,31 0,89482 1284,28 1,45420 2087,13

set/14 0,92190 1323,14 0,70571 1012,86 0,87849 1260,84 1,48379 2129,60

nov/14 0,86733 1244,83 0,68792 987,33 0,90817 1303,44 1,43903 2065,36

jan/15 1,09569 1.572,57 0,86492 1.241,36 1,00865 1447,65 1,81086 2.599,03

mar/15 1,13500 1.629,00 0,92116 1.322,08 0,97452 1398,67 1,85925 2.668,47

jul/15 1,10458 1633,16 0,74997 1108,85 0,79690 1178,24 1,72248 2546,74

set/15 1,15403 1706,27 0,90977 1345,12 0,85463 1263,60 1,91862 2836,74

jan/16 1,40691 2080,16 1,05161 1554,84 1,21461 1795,84 2,24237 3315,42

mar/16 1,37717 2036,19 1,06371 1572,73 1,11124 1643,00 2,21013 3267,75

0,00 0,00 0,00 0,00

0,00 0,00 0,00 0,00

PREÇOS DE MATERIAIS BETUMINOSOS

Dados conforme: Agência Nacional do Petróleo, Gás Natural e Biocombustíveis CDC-Cordenadoriade Defesa da Concorrência. Retirado do site - ANP -

Betim/MG

Página 14 de 46




Tipo de revestimento I.R. do mês do SICRO

Revestimento asfáltico 403,20 3,02140

Revestimento primário I.R. deJulho de 2014

Leito natural 2,70237

ICMS (%) 18,00

BDI (%) 21,24

I. Reajustamento 1,11806

RL-1C

A quente 213,16 CM-30

A frio 213,16 RR-1C

A quente 40,85

A frio 36,77

A quente 40,85

A frio 36,77

Janeiro Março Maio Julho Setembro Novembro

300,26500 302,14000


Custo do transporte (t x km)

Revestimento asfáltico

Revestimento primário

Índice de Reajustamento de Pavimentação – 2016

Leito natural

Página 15 de 46






RODOVIA: BR-474/MG




PREÇO A NÍVEL DE MARÇO/2016 S/ DESONERAÇÃO


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


2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM 60,000 M³ 1,000 M³/M³ 60,000 343,06 20.583,60

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO 10,800 KM 1950,000 M3/KM 21.060,000 17,10 360.126,00

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO 10,800 KM 43200,000 M2/KM 466.560,000 0,27 125.971,20

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO 8.640,000 M³ 1,000 M³/M³ 8.640,000 21,07 182.044,80

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC 110,600 KM 2,000 M3/KM 221,200 109,53 24.228,03

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC 829,500 M3 1,000 M3/M3 829,500 129,51 107.428,54

3S0331050 CONCRETO CICLÓPICO AC/BC/PC 120,000 M3 1,000 M3/M3 120,000 351,47 42.176,40

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC 230,000 M3 1,000 M³/M³ 230,000 439,80 101.154,00

3S0337000 FORMAS COMUM DE MADEIRA 350,000 M3 3,000 M²/M3 1.050,000 86,14 90.447,00

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA 230,000 M3 25,000 KG/M3 5.750,000 7,91 45.482,50

3S0395000 LIMPEZA DE PONTE 772,800 M 3,000 M/M 2.318,400 6,31 14.629,10

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. 3.400,000 M3 1,000 M³/M³ 3.400,000 50,79 172.686,00

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA 5.700,000 M3 1,000 M³/M³ 5.700,000 8,48 48.336,00

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA 380,000 M3 1,000 M3/M3 380,000 167,44 63.627,20

3S0500100 ENROCAMENTO DE PEDRA JOGADA. 400,000 M3 1,000 M³/M³ 400,000 108,68 43.472,00

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS 7.600,000 M² 1,000 M²/M² 7.600,000 8,20 62.320,00

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 6.600,000 M² 1,000 M²/M² 6.600,000 8,71 57.486,00

3S0800100 RECONFORMAÇÃO DA PLATAFORMA 194,400 HÁ 1,000 HÁ/HÁ 194,400 231,63 45.028,87

3S0810000 TAPA BURACO 110,600 KM 3,000 M³/KM 331,800 314,67 104.407,50

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL 110,600 KM 1,000 M³/KM 110,600 356,62 39.442,17

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 110,600 KM 1,500 M³/KM 165,900 242,33 40.202,54

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA 110,600 KM 4,000 M³/KM 442,400 156,86 69.394,86

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 1.545,600 M 0,100 M/M 154,560 135,34 20.918,15

3S0830001 LIMPEZA DE SARJETA E MEIO FIO 84.980,000 M 3,000 M/M 254.940,000 0,58 147.865,20

3S0830101 LIMPEZA DE VALETA DE CORTE 28.240,000 M 3,000 M/M 84.720,000 0,87 73.706,40

3S0830102 LIMPEZA VALA DRENAGEM 5.800,000 M 3,000 M/M 17.400,000 3,46 60.204,00

3S0830103 LIMPEZA DE DESCIDA DAGUA 5.800,000 M 3,000 M/M 17.400,000 1,15 20.010,00

3S0830201 LIMPEZA DE BUEIROS 7.600,000 M3 1,200 M3/M3 9.120,000 19,53 178.113,60

3S0830202 DESOBSTRUCÃO DE BUEIROS 7.600,000 M3 0,800 M3/M3 6.080,000 56,36 342.668,80

CÓDIGO SERVIÇO INVENTÁRIO NÍVEL DE ESFORÇO

Página 16 de 46






RODOVIA: BR-474/MG








3S0840200 CAIACÃO 132.000,000 M2 1,000 M2/M2 132.000,000 2,34 308.880,00

3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA 121,400 KM 45,000 M/KM 5.463,000 16,00 87.408,00

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO 121,400 KM 30,000 M/KM 3.642,000 12,82 46.690,44

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 121,400 KM 25,000 M/KM 3.035,000 5,06 15.357,10

3S0850000 RECOMP. MANUAL DE ATERRO 121,400 KM 40,000 M3/KM 4.856,000 113,91 553.146,96

3S0850100 RECOMP. MECANIZADA DE ATERRO 121,400 km 160,000 M3/KM 19.424,000 25,56 496.477,44

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO 121,400 KM 40,000 M3/KM 4.856,000 27,94 135.676,64

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO 121,400 KM 240,000 M3/KM 29.136,000 5,68 165.492,48

3S0890000 ROCADA MANUAL 121,400 HÁ 0,500 HA/KM 60,700 1.627,42 98.784,39

3S0890001 ROCADA DE CAPIM COLONIÃO 121,400 HÁ 1,500 HA/KM 182,100 3.905,80 711.246,18

3S0890100 ROÇADA MECANIZADA 121,400 HÁ 2,000 HA/KM 242,800 331,74 80.546,47

3S0891000 CAPINA MANUAL 66.750,000 M2 1,000 M2/M2 66.750,000 0,65 43.387,50

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. 536.105,920 TxKM 1,000 TKM/TKM 536.105,920 0,90 482.495,32

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. 6.904,950 TxKM 1,000 TKM/TKM 6.904,950 1,60 11.047,92

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. 817.538,790 TxKM 1,000 TKM/TKM 817.538,790 0,72 588.627,92

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS 55.351,530 TxKM 1,000 TKM/TKM 55.351,530 1,28 70.849,95

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. 21.145,650 TxKM 1,000 TKM/TKM 21.145,650 1,25 26.432,06

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. 37.845,590 TxKM 1,000 TKM/TKM 37.845,590 0,52 19.679,70

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. 6.055,630 TxKM 1,000 TKM/TKM 6.055,630 1,83 11.081,80

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 15.593,270 TxKM 1,000 TKM/TKM 15.593,270 1,43 22.298,37


AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 110,600 M3 1,000 M3/M3 110,600 16,42 1.816,05

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 165,900 M3 1,000 M3/M3 165,900 16,42 2.724,07

AQUISIÇÃO DE RR-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 16,11 5.345,29

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 7,90 873,74

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 7,90 1.310,61

AQUISIÇÃO DE RL-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 311,68 103.415,42

AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 62,33 6.893,69

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 62,33 10.340,54

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO 11.060,000 M3 1,000 M3/M3 11.060,000 0,59 6.525,40

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 442,400 M3 1,000 M3/M3 442,400 311,68 137.887,23

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 110,600 M3 1,000 M3/M3 110,600 1,07 118,34

Página 17 de 46






RODOVIA: BR-474/MG








TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 165,900 M3 1,000 M3/M3 165,900 1,07 177,51

TRANSPORTE DE RR-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 2,18 723,32

TRANSPORTE DE RR-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 1,07 118,34

TRANSPORTE DE RR-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 1,07 177,51

TRANSPORTE DE RL-1C P/ TAPA BURACO 331,800 M3 1,000 M3/M3 331,800 40,43 13.414,67

TRANSPORTE DE RL-1C P/ REMENDO MANUAL 110,600 M3 1,000 M3/M3 110,600 8,08 893,64

TRANSPORTE DE RL-1C P/ REMENDO MECANICO 165,900 M3 1,000 M3/M3 165,900 8,08 1.340,47

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO 11.060,000 M3 1,000 M3/M3 11.060,000 0,08 884,80

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 442,400 M3 1,000 M3/M3 442,400 40,43 17.886,23


E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 12,000 MÊS 1,000 MÊS/MÊS 12,000 6.389,33 76.671,96


E006 MOTONIVELADORA: CATERPILLAR - 120 K - 415,500 H 1,000 H/H 415,500 212,10 88.127,55

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS 750,000 H 1,000 H/H 750,000 107,73 80.797,50

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 850,000 H 1,000 H/H 850,000 172,27 146.429,50

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira 400,000 H 1,000 H/H 400,000 351,69 140.676,00

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 500,000 H 1,000 H/H 500,000 156,31 78.155,00

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T 460,000 H 1,000 H/H 460,000 193,10 88.826,00

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l 250,000 H 1,000 H/H 250,000 195,29 48.822,50

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 240,000 H 1,000 H/H 240,000 91,16 21.878,40

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 240,000 H 1,000 H/H 240,000 124,30 29.832,00

E411 Cavalo Mecânico com Reboque : M. Benz/Randon 350,000 H 1,000 H/H 350,000 247,50 86.625,00

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 320,000 H 1,000 H/H 320,000 30,92 9.894,40

T501 ENCARREGADO DE TURMA 1.750,000 H 1,000 H/H 1.750,000 36,96 64.680,00

T702 AJUDANTE 14.000,000 H 1,000 H/H 14.000,000 15,63 218.820,00


INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO 174,000 M2 1,000 M2/M2 174,000 309,89 53.920,86

MOBILIZAÇÃO E DESMOBILIZAÇÃO 2,000 UNID 1,000 UN/UN 2,000 27.652,00 55.304,00

8.282.094,64TOTAL

Página 18 de 46





S.E.R.M.G.




SEGMENTO: KM 31,1 AO KM 152,5 PREÇO A NÍVEL DE MARÇO/2016 S/ DESONERAÇÃO


2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM M³ 120,000 343,06 trezentos e quarenta e três reais e seis centavos 41.167,20

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO M³ 42.120,000 17,10 dezessete reais e dez centavos 720.252,00

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO M² 933.120,000 0,27 vinte e sete centavos 251.942,40

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO M³ 17.280,000 21,07 vinte e um reais e sete centavos 364.089,60

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC M³ 442,400 109,53 cento e nove reais e cinquenta e três centavos 48.456,07

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC M³ 1.659,000 129,51 cento e vinte e nove reais e cinquenta e um centavos 214.857,09

3S0331050 CONCRETO CICLÓPICO AC/BC/PC M³ 240,000 351,47 trezentos e cinquenta e um reais e quarenta e sete centavos 84.352,80

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC M³ 460,000 439,80 quatrocentos e trinta e nove reais e oitenta centavos 202.308,00

3S0337000 FORMAS COMUM DE MADEIRA M² 2.100,000 86,14 oitenta e seis reais e quatorze centavos 180.894,00

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA KG 11.500,000 7,91 sete reais e noventa e um centavos 90.965,00

3S0395000 LIMPEZA DE PONTE M 4.636,800 6,31 seis reais e trinta e um centavos 29.258,20

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. M³ 6.800,000 50,79 e cinquenta reais e setenta e nove centavos 345.372,00

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA M³ 11.400,000 8,48 oito reais e quarenta e oito centavos 96.672,00

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA M³ 760,000 167,44 cento e sessenta e sete reais e quarenta e quatro centavos 127.254,40

3S0500100 ENROCAMENTO DE PEDRA JOGADA. M³ 800,000 108,68 cento e oito reais e sessenta e oito centavos 86.944,00

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS M² 15.200,000 8,20 oito reais e vinte centavos 124.640,00

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS M² 13.200,000 8,71 oito reais e setenta e um centavos 114.972,00

3S0800100 RECONFORMAÇÃO DA PLATAFORMA HÁ 388,800 231,63 duzentos e trinta e um reais e sessenta e três centavos 90.057,74

3S0810000 TAPA BURACO M³ 663,600 314,67 trezentos e quatorze reais e sessenta e sete centavos 208.815,01

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL M³ 221,200 356,62 trezentos e cinquenta e seis reais e sessenta e dois centavos 78.884,34

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA M³ 331,800 242,33 duzentos e quarenta e dois reais e trinta e três centavos 80.405,09

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA M³ 884,800 156,86 cento e cinquenta e seis reais e oitenta e seis centavos 138.789,72

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC M 309,120 135,34 cento e trinta e cinco reais e trinta e quatro centavos 41.836,30

3S0830001 LIMPEZA DE SARJETA E MEIO FIO M 509.880,000 0,58 cinquenta e oito centavos 295.730,40

3S0830101 LIMPEZA DE VALETA DE CORTE M 169.440,000 0,87 oitenta e sete centavos 147.412,80

3S0830102 LIMPEZA VALA DRENAGEM M 34.800,000 3,46 três reais e quarenta e seis centavos 120.408,00

3S0830103 LIMPEZA DE DESCIDA DAGUA M 34.800,000 1,15 um real e quinze centavos 40.020,00

3S0830201 LIMPEZA DE BUEIROS M³ 18.240,000 19,53 dezenove reais e cinquenta e três centavos 356.227,20

3S0830202 DESOBSTRUCÃO DE BUEIROS M³ 12.160,000 56,36 cinquenta e seis reais e trinta e seis centavos 685.337,60

3S0840200 CAIACÃO M² 264.000,000 2,34 dois reais e trinta e quatro centavos 617.760,00


Página 19 de 46





S.E.R.M.G.







3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA m 10.926,000 16,00 dezesseis reais 174.816,00

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO m 7.284,000 12,82 doze reais e oitenta e dois centavos 93.380,88

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME m 6.070,000 5,06 cinco reais e seis centavos 30.714,20

3S0850000 RECOMP. MANUAL DE ATERRO M³ 9.712,000 113,91 cento e treze reais e noventa e um centavos 1.106.293,92

3S0850100 RECOMP. MECANIZADA DE ATERRO M³ 38.848,000 25,56 vinte e cinco reais e cinquenta e seis centavos 992.954,88

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO M³ 9.712,000 27,94 vinte e sete reais e noventa e quatro centavos 271.353,28

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO M³ 58.272,000 5,68 cinco reais e sessenta e oito centavos 330.984,96

3S0890000 ROCADA MANUAL HÁ 121,400 1.627,42 um mil seiscentos e vinte e sete reais e quarenta e dois centavos 197.568,78

3S0890001 ROCADA DE CAPIM COLONIÃO HÁ 364,200 3.905,80 três mil novecentos e cinco reais e oitenta centavos 1.422.492,36

3S0890100 ROÇADA MECANIZADA HÁ 485,600 331,74 trezentos e trinta e um reais e setenta e quatro centavos 161.092,94

3S0891000 CAPINA MANUAL M2 133.500,000 0,65 sessenta e cinco centavos 86.775,00

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. TxKM 1.072.211,840 0,90 noventa centavos 964.990,65

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. TxKM 13.809,900 1,60 um real e sessenta centavos 22.095,84

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. TxKM 1.635.077,580 0,72 setenta e dois centavos 1.177.255,85

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS TxKM 110.703,060 1,28 um real e vinte e oito centavos 141.699,91

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. TxKM 42.291,300 1,25 um real e vinte e cinco centavos 52.864,12

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. TxKM 75.691,180 0,52 cinquenta e dois centavos 39.359,41

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. TxKM 12.111,260 1,83 um real e oitenta e três centavos 22.163,60

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. TxKM 31.186,540 1,43 um real e quarenta e três centavos 44.596,75

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL M3 221,200 16,42 dezesseis reais e quarenta e dois centavos 3.632,10

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA M3 331,800 16,42 dezesseis reais e quarenta e dois centavos 5.448,15

AQUISIÇÃO DE RR-1C P/ TAPA BURACO M3 663,600 16,11 dezesseis reais e onze centavos 10.690,59

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL M3 221,200 7,90 sete reais e noventa centavos 1.747,48

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO M3 331,800 7,90 sete reais e noventa centavos 2.621,22

AQUISIÇÃO DE RL-1C P/ TAPA BURACO M3 663,600 311,68 trezentos e onze reais e sessenta e oito centavos 206.830,84

AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL M3 221,200 62,33 sessenta e dois reais e trinta e três centavos 13.787,39

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO M3 331,800 62,33 sessenta e dois reais e trinta e três centavos 20.681,09

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO M3 22.120,000 0,59 cinquenta e nove centavos 13.050,80

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS M3 884,800 311,68 trezentos e onze reais e sessenta e oito centavos 275.774,46

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL M3 221,200 1,07 um real e sete centavos 236,68

Página 20 de 46





S.E.R.M.G.







TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA M3 331,800 1,07 um real e sete centavos 355,02

TRANSPORTE DE RR-1C P/ TAPA BURACO M3 663,600 2,18 dois reais e dezoito centavos 1.446,64

TRANSPORTE DE RR-1C P/ REMENDO MANUAL M3 221,200 1,07 um real e sete centavos 236,68

TRANSPORTE DE RR-1C P/ REMENDO MECANICO M3 331,800 1,07 um real e sete centavos 355,02

TRANSPORTE DE RL-1C P/ TAPA BURACO M3 663,600 40,43 e quarenta reais e quarenta e três centavos 26.829,34

TRANSPORTE DE RL-1C P/ REMENDO MANUAL M3 221,200 8,08 oito reais e oito centavos 1.787,29

TRANSPORTE DE RL-1C P/ REMENDO MECANICO M3 331,800 8,08 oito reais e oito centavos 2.680,94

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO M3 22.120,000 0,08 oito centavos 1.769,60

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS M3 884,800 40,43 e quarenta reais e quarenta e três centavos 35.772,46

E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP MÊS 24,000 6.389,33 seis mil trezentos e oitenta e nove reais e trinta e três centavos 153.343,92

E006 MOTONIVELADORA: CATERPILLAR - 120 K - H 831,000 212,10 duzentos e doze reais e dez centavos 176.255,10

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS H 1.500,000 107,73 cento e sete reais e setenta e três centavos 161.595,00

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ H 1.700,000 172,27 cento e setenta e dois reais e vinte e sete centavos 292.859,00

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira H 800,000 351,69 trezentos e cinquenta e um reais e sessenta e nove centavos 281.352,00

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ H 1.000,000 156,31 cento e cinquenta e seis reais e trinta e um centavos 156.310,00

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T H 920,000 193,10 cento e noventa e três reais e dez centavos 177.652,00

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l H 500,000 195,29 cento e noventa e cinco reais e vinte e nove centavos 97.645,00

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T H 480,000 91,16 noventa e um reais e dezesseis centavos 43.756,80

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 H 480,000 124,30 cento e vinte e quatro reais e trinta centavos 59.664,00

E411 Cavalo Mecânico com Reboque : M. Benz/Randon H 700,000 247,50 duzentos e quarenta e sete reais e cinquenta centavos 173.250,00

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 H 640,000 30,92 e trinta reais e noventa e dois centavos 19.788,80

T501 ENCARREGADO DE TURMA H 3.500,000 36,96 trinta e seis reais e noventa e seis centavos 129.360,00

T702 AJUDANTE H 28.000,000 15,63 quinze reais e sessenta e três centavos 437.640,00

INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO M2 174,000 309,89 trezentos e nove reais e oitenta e nove centavos 53.920,86

MOBILIZAÇÃO E DESMOBILIZAÇÃO UNID 2,000 27.652,00 vinte e sete mil seiscentos e cinquenta e dois reais 55.304,00

16.454.964,56TOTAL

Página 21 de 46






RODOVIA: BR-474/MG





2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM 120,000 M³ 5,0 10,0 10,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0 5,0

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO 42.120,000 M³ 5,0 15,0 15,0 10,0 5,0 5,0 15,0 15,0 10,0 5,0

3S0193000 REGULARIZAÇÃO MECÂNICA DE FAIXA DE DOMINIO 933.120,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO 17.280,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC 442,400 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC 1.659,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0331050 CONCRETO CICLÓPICO AC/BC/PC 240,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC 460,000 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0337000 FORMAS COMUM DE MADEIRA 2.100,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA 11.500,000 KG 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0395000 LIMPEZA DE PONTE 4.636,800 M 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0400000 ESCAVACÃO MANUAL MAT 1A CAT. 6.800,000 M³ 5,0 5,0 4,0 5,0 5,0 5,0 5,0 5,0 4,0 4,0 5,0 5,0 4,0 5,0 5,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0

3S04001 00 ESCAVAÇÃO MECANIZADA DE VALA EM MATERIAL 1ª CATEGORIA 11.400,000 M³ 5,0 5,0 4,0 5,0 5,0 5,0 5,0 5,0 4,0 4,0 5,0 5,0 4,0 5,0 5,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA 760,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0500100 ENROCAMENTO DE PEDRA JOGADA. 800,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0510101 REVESTIMENTO VEGETAL C/ MUDAS 15.200,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0510102 REVESTIMENTO VEGETAL COM GRAMA EM LEIVAS 13.200,000 M² 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0800100 RECONFORMAÇÃO DA PLATAFORMA 388,800 HÁ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810000 TAPA BURACO 663,600 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810101 REMENDO PROFUNDO C/ DEMOL MANUAL 221,200 M³ 7,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810102 REMENDO PROFUNDO C/ DEMOLIÇÃO MECANIZADA 331,800 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0810900 CORREÇÃO DE DEFEITO C/ MISTURA BETUMINOSA 884,800 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC 309,120 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830001 LIMPEZA DE SARJETA E MEIO FIO 509.880,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830101 LIMPEZA DE VALETA DE CORTE 169.440,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830102 LIMPEZA VALA DRENAGEM 34.800,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

EXTENSÃO: 121,4 KM



Página 22 de 46






RODOVIA: BR-474/MG





EXTENSÃO: 121,4 KM



3S0830103 LIMPEZA DE DESCIDA DAGUA 34.800,000 M 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830201 LIMPEZA DE BUEIROS 18.240,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0830202 DESOBSTRUCÃO DE BUEIROS 12.160,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0840200 CAIACÃO 264.000,000 M² 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0841400 RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA 10.926,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO 7.284,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME 6.070,000 m 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0850000 RECOMP. MANUAL DE ATERRO 9.712,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0850100 RECOMP. MECANIZADA DE ATERRO 38.848,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0851000 REMOCÃO MANUAL DE BARREIRA-SOLO 9.712,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0851100 REMOCÃO MECANIZADA DE BARREIRA-SOLO 58.272,000 M³ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890000 ROCADA MANUAL 121,400 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890001 ROCADA DE CAPIM COLONIÃO 364,200 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0890100 ROÇADA MECANIZADA 485,600 HÁ 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0891000 CAPINA MANUAL 133.500,000 M2 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900100 TRANSP. LOCAL BASC. 5M3 EM ROD. NÃO PAV. 1.072.211,840 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900141 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. NÃO PAV. 13.809,900 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900200 TRANSP. LOCAL BASC. 5M3 EM ROD. PAV. 1.635.077,580 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900203 TRANSPORTE LOCAL DE MATERIAIS P/ REMENDOS 110.703,060 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900241 TRANSPORTE LOCAL C/ CARROC. 4T EM ROD. PAV. 42.291,300 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0900291 TRANSP. COMERCIAL C/ BASCULANTE 10M3 ROD. PAV. 75.691,180 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0920170 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. NÃO PAV. 12.111,260 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

3S0920270 TRANSPORTE LOCAL ÁGUA C/ CAM. TANQUE ROD. PAV. 31.186,540 TxKM 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RL-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

Página 23 de 46






RODOVIA: BR-474/MG





EXTENSÃO: 121,4 KM



AQUISIÇÃO DE RL-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RL-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO DE RR-1C P/ PINTURA DE LIGAÇÃO 22.120,000 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

AQUISIÇÃO RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 884,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE CM-30 P/ REMENDO PROFUNDO DEM MECANICA 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ TAPA BURACO 663,600 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ REMENDO MANUAL 221,200 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RL-1C P/ REMENDO MECANICO 331,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

TRANSPORTE DE RR-1C P/ PINTURA DE LIGAÇÃO 22.120,000 M3 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 5,0 5,0 5,0 4,0 5,0

TRANSPORTE RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS 884,800 M3 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E.412 VEÍCULO - AUTOMÓVEL ATÉ 100 HP 24,000 MÊS 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E006 MOTONIVELADORA: CATERPILLAR - 120 K - 831,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E011 RETROESCAVADEIRA MASSEY FERGUSON MF-86HS -DE PNEUS 1.500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E016 CARREGADEIRA DE PNEUS : CASE W-20 - 1,70 M³ 1.700,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E062 Escavadeira Hidráulica : Caterpillar : 336DL - com esteira 800,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E403 CAMINHÃO BASCULANTE MB : LK 1620 - 6 M³ 1.000,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E404 CAMINHÃO BASCULANTE MERCEDES BENZ - 2726 K - 10 m3 - 15 T 920,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E407 CAMINHÃO TANQUE MERCEDES BENZ 2726 K - 10.000 l 500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E408 CAMINHÃO CARROCERIA : MB 710 / 37 - 4T 480,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E409 CAMINHÃO CARROCERIA MB : ATEGO 1418/42 480,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E411 Cavalo Mecânico com Reboque : M. Benz/Randon 700,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

E916 MAQUINA MANUAL STHIL : MOTO SERRA Nº 8 640,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

T501 ENCARREGADO DE TURMA 3.500,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

T702 AJUDANTE 28.000,000 H 2,0 5,0 5,0 5,0 3,0 3,0 3,0 3,0 3,0 3,0 5,0 5,0 5,0 7,0 5,0 5,0 5,0 5,0 5,0 3,0 3,0 3,0 4,0 5,0

INSTALAÇÃO DE CANTEIRO E ACAMPAMENTO 174,000 M2 100,0

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

VALORES (Milhares)

51

2,8

39

78

3,3

15

81

4,9

07

84

5,5

46

58

4,4

26

54

8,4

13

51

2,4

01

47

8,4

47

47

4,0

26

51

5,7

16

78

1,2

57

78

1,2

57

81

8,5

26

1.0

42

,37

7

81

7,2

69

88

2,8

16

88

2,8

16

84

8,8

61

77

1,1

59

47

4,0

44

47

4,0

44

49

9,3

09

62

8,5

94

68

2,6

00

EM REAIS ( milhares)

51

2,8

39

1.2

96

,15

4

2.1

11

,06

1

2.9

56

,60

7

3.5

41

,03

3

4.0

89

,44

7

4.6

01

,84

8

5.0

80

,29

4

5.5

54

,32

0

6.0

70

,03

6

6.8

51

,29

3

7.6

32

,55

0

8.4

51

,07

6

9.4

93

,45

3

10

.31

0,7

22

11

.19

3,5

38

12

.07

6,3

53

12

.92

5,2

15

13

.69

6,3

74

14

.17

0,4

18

14

.64

4,4

61

15

.14

3,7

71

15

.77

2,3

65

16

.45

4,9

65

VALOR MENSAL

VALOR ACUMULADO

Página 24 de 46




PESO MOMENTO

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

DMT= 354,2 KM

A - EQUIPAMENTOS2 Carregadeira de pneus 1 8,553 3.029,473 0,36 1.090,61

3 Motoniveladora 1 11,481 4.066,570 0,36 1.463,96

4 Escavadeira hidráulica 1 20,330 7.200,886 0,36 2.592,31

5 Rolo de pneu 1 8,200 2.904,440 0,36 1.045,59

6 Roçadeira mecânica 1 8,553 3.029,473 0,36 1.090,61

7 Trator de pneus 1 3,093 1.095,541 0,36 394,39

9 Tanques para armazenamento material betuminoso 3 5,000 5.313,000 0,36 1.912,68

10 Retroescavadeira 2 5,650 4.002,460 0,36 1.440,88

11 Trator de esteiras 1 7,765 2.750,363 0,36 990,13

12 Caldeira com barra espargidora manual 1 4,600 1.629,320 0,36 586,55

13 Rolo de pneus 1 8,200 2.904,440 0,36 1.045,59

14 Rolo compactador pé de carneiro 1 11,250 3.984,750 0,36 1.434,51

15 Rolo tandem 1 5,130 1.817,046 0,36 654,13

16 Betoneira 1 0,800 283,360 0,36 102,00

Total Equipamentos 15.843,94

BDI 15,00% 2.376,59

18.220,53

PESO CONSUMO COMBUS-

T (l/km) TÍVEL

1 Veículo sedan 1 1 0,10 3,7000 131,05

2 Veículo utilitário 1 1 0,24 3,7000 314,52


4 Caminhão carroceria munk 1 9,000 0,42 2,6500 394,22


6 Caminhão carroceria fixa 1 9,000 0,42 2,6500 394,22

7 Caminhão tanque 6.000 l 1 9,000 0,42 2,6500 394,22

Total Veículos 4.782,02

BDI 26,70% 1.276,79

6.058,81

Engenheiro 1

Encarregado Geral 1

Chefe de Escritório 1

Técnico de Estradas 1

Encarregado de Turma 1

Vigia 1

Pedreiro 1

Ajudante 3

Motorista 13

Total Pessoal

BDI 15,00%

TOTAL GERAL

SICRO - setembro /2015 - SEM desoneração

VALORES REFERENCIAIS PARA MOBILIZAÇÃO E DESMOBILIZAÇÃO

ITENS EQUIPAMENTO QUANT.CUSTO

VALOR PARCIAL

B - VEÍCULOS QUANT. SUB-TOTAL

VALOR PARCIAL

C - PESSOAL QUANT.PREÇO UNITÁRIO

SUB-TOTALP / KM

0,360 127,51

0,360 127,51

0,360 127,51

0,360 127,51

0,360 127,51

0,360 127,51

0,360 127,51

0,360 382,53

0,360 1657,65

2932,75

439,91

VALOR PARCIAL 3372,66

27.652,00

Página 25 de 46




CUSTO CUSTO ÁREA CONSUMO CUSTO

UNITÁRIO PARCIAL CANTEIRO MATERIAL MATERIAL

2 INSTALAÇÃO CANTEIRO E ACAMPAMENTO

2.1 Tábua de 2ª 2,5 cm (SICRO COD.: M408) m2 1,08 6,84 7,39 174,00 187,92 1.285,37

2.2 Pontalete de 2ª 6 cm x 6 cm (SICRO COD.: M406) ml 4,90 13,82 67,72 174,00 852,60 11.782,93

2.3 Sarrafo 2,5cm x 4,5cm (SICRO COD.: M413) ml 3,00 2,28 6,84 174,00 522,00 1.190,16

2.4 Tábua de 3ª 2,5 cm (SINAPI COD.: 10568) m2 4,00 5,54 22,16 174,00 696,00 3.855,84

2.5 Viga 6 x 12 cm (SINAPI COD.: 4425) ml 0,80 13,60 10,88 174,00 139,20 1.893,12

2.6 Chapa compensada 10 mm (SINAPI COD.: 1364) m2 1,90 20,06 38,11 174,00 330,60 6.631,83

2.7 Telha ondulada de fibrocimento 4 mm (SINAPI COD.: 7213) m2 1,19 8,62 10,26 174,00 207,06 1.784,85

2.8 Cumeeira de fibrocimento (SINAPI COD.: 11017) ml 0,25 3,78 0,95 174,00 43,50 164,43

2.9 Prego 18x27 - (SINAPI COD.: 5061) Kg 0,80 7,60 6,08 174,00 139,20 1.057,92

2.10 Prego 15x15 (SINAPI COD.: 20247) Kg 0,20 8,56 1,71 174,00 34,80 297,88

2.11 Cimento (SICRO COD.: M201) Kg 26,18 0,30 7,85 174,00 4.555,32 1.366,59

2.12 Areia (SICRO COD.: M704) m3 0,08 83,67 6,74 174,00 13,92 1.171,96

2.13 Brita (SICRO COD.: AM35) m3 0,10 65,00 6,79 174,00 18,18 1.181,89

2.14 Betoneira (SICRO COD.: E302) h 0,09 17,45 1,48 174,00 14,79 258,08

2.15 Vaso sanitário branco comum (SINAPI COD.: 10420) und 0,02 124,96 2,87 174,00 4,00 500,08

2.16 Lavatório funcional (SINAPI COD.: 10425) und 0,02 81,55 1,88 174,00 4,00 326,36

2.17 Registro de pressão (SINAPI COD.: 6037) und 0,03 5,72 0,17 174,00 5,05 28,86

2.18 Torneira p/ lavatório (SINAPI COD.: 13416) und 0,02 26,91 0,54 174,00 3,48 93,64

2.19 Tubo PVC esgoto (SICRO COD.: M911) und 0,09 34,03 2,96 174,00 15,14 515,14

2.20 Tubo PVC soldavel c/ assessórios (SINAPI COD.: 9867) m 0,09 2,10 0,19 174,00 15,66 32,88

2.21 Interruptor (SINAPI COD.: 12128) Und 0,11 8,42 0,93 174,00 19,14 161,15

2.22 Tomada (SINAPI COD.: 12147) und 0,20 19,06 3,81 174,00 34,80 663,28

2.23 Soquete de louça (SINAPI COD.: 13329) und 0,04 2,90 0,12 174,00 6,96 20,18

2.24 Luminária Fluorescente 2x40w (SINAPI COD.: 3799) und 0,14 51,76 7,25 174,00 24,36 1.260,87

2.25 Disjuntor de 15A a 30A (SINAPI COD.: 14544) und 0,12 13,15 1,58 174,00 20,88 274,57

2.26 Quadro de distribuição (SINAPI COD.: 12038) und 0,01 248,39 2,48 174,00 1,74 432,19

2.27 Haste de aterramento c/ 1,80 m (SINAPI COD.: 3380) und 0,01 26,50 0,27 174,00 1,74 46,11



2.30 Cal (SICRO COD.: M702) kg 0,10 0,33 0,03 174,00 17,40 5,74

2.31 Pedreiro (SICRO COD.: T604) h 0,30 14,81 4,44 174,00 52,20 773,08

2.32 Carpinteiro (SICRO COD.: T603) h 1,50 14,81 22,22 174,00 261,00 3.865,41

2.33 Servente (SICRO COD.: T701) h 1,50 9,87 14,81 174,00 261,00 2.576,07

2.34 Eletricista (SINAPI COD.: 2436) h 0,07 12,82 0,90 174,00 12,18 156,14

2.35 Ajudante (SICRO COD.: T702) h 0,07 12,34 0,86 174,00 12,18 150,30

2.36 Bombeiro Hidráulico (SINAPI COD.: 2696) h 0,07 14,81 1,04 174,00 12,18 180,38

269,47 46.887,99

LDI 15,00% 7.033,19

Fonte TOTAL 53.921,18

SINAPI MARÇO 2016 - não desonerado

SICRO 2 - MARÇO 2016 - sem desoneração

COMP LARG. AREA(m²) R$/m² TOTAL

1 ADMINISTRAÇÃO / ENG° OBRA / FISCALIZAÇÃO 10,00 4,00 40,00 1,00 309,89 12.395,60

2 ALMOXARIFADO / LABORATÓRIO 10,00 4,00 40,00 1,00 309,89 12.395,60

3 SANITÁRIO / VESTIÁRIO 4,00 4,00 16,00 1,00 309,89 4.958,24

4 ALOJAMENTO 5,00 8,00 40,00 1,00 309,89 12.395,60

5 GUARITA 2,00 1,50 3,00 1,00 309,89 929,67

6 REFEITÓRIO 7,00 5,00 35,00 1,00 309,89 10.846,15

174,00 309,89 53.920,86

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

321

5

60 m 30 m

40 m

4

USINA

321

5

60 m 30 m

40 m

4321

5

60 m 30 m

40 m

4

6

Página 26 de 46




2 4 6

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

BETUMINOSO BET. / T (T) UNIDADE DE SERVIÇO

15,00%

CM-30 P/ REMENDO PROFUNDO DEM MANUAL m³ CM - 30 0,0053 3.099,57 16,42

CM-30 P/ REMENDO PROFUNDO DEM MECANIZADA m³ CM - 30 0,0053 3.099,57 16,42

RR-1C P/ TAPA BURACO m³ RR - 1C 0,0108 1.491,78 16,11

RR-1C P/ REMENDO DEM MANUAL m³ RR - 1C 0,0053 1.491,78 7,90

RR-1C P/ REMENDO DEM MECANIZADA m³ RR - 1C 0,0053 1.491,78 7,90

RL-1C P/ TAPA BURACO m³ RL - 1C 0,2000 1.558,44 311,68

RL-1C P/ REMENDO DEM. MANUAL m³ RL - 1C 0,0400 1.558,44 62,33

RL-1C P/ REMENDO DEM MECANIZADA m³ RL - 1C 0,0400 1.558,44 62,33

RR-1C P/ PINTURA DE LIGAÇÃO m³ RR - 1C 0,0004 1.491,78 0,59

RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS m³ RL - 1C 0,2000 1.558,44 311,68

1 2 3 4 5 6

QUANTIDADE CONSUMO QUANTIDADE DE P.U.PARA PREÇO TOTAL PREÇO TRANSPORTE

DE SERVIÇO MAT. BET. (T) TxKM (R$) MAT. BET.(R$) T x KM / UN. SERV.

3 = (1*2) 5 = (3*4) 6 = (5/1)

CM-30 P/ REMENDO PROFUNDO DEM MANUAL m³ 110,60 0,0053 0,59 202,19 118,52 1,07CM-30 P/ REMENDO PROFUNDO DEM MECANIZADA m³ 165,90 0,0053 0,88 202,19 177,78 1,07RR-1C P/ TAPA BURACO m³ 331,80 0,0108 3,58 202,19 724,54 2,18RR-1C P/ REMENDO DEM MANUAL m³ 110,60 0,0053 0,59 202,19 118,52 1,07RR-1C P/ REMENDO DEM MECANIZADA m³ 165,90 0,0053 0,88 202,19 177,78 1,07RL-1C P/ TAPA BURACO m³ 331,80 0,2000 66,36 202,19 13.417,33 40,43RL-1C P/ REMENDO DEM. MANUAL m³ 110,60 0,0400 4,42 202,19 894,49 8,08RL-1C P/ REMENDO DEM MECANIZADA m³ 165,90 0,0400 6,64 202,19 1.341,73 8,08RR-1C P/ PINTURA DE LIGAÇÃO m³ 11.060,00 0,0004 4,42 202,19 894,49 0,08RL-1C P/ MIST. BETUMINOSA - CORREÇÃO DEFEITOS m³ 442,40 0,2000 88,48 202,19 17.889,77 40,43

PREÇO A NÍVEL DE SETEMBRO/2015 - s/ DESONERAÇÃO

Custo de Aquisição de Material Betuminoso

UN.SERVIÇO


SERVIÇO UN.

Página 27 de 46




MÊS CAP 50/70 Preço final RR-1C Preço final RL-1C Preço final CM-30 Preço final

jan/14 0,93481 1341,68 0,78417 1125,47 0,94114 1350,76 1,48348 2129,15

fev/14 0,94081 1350,29 0,75320 1081,02 0,91146 1308,16 1,51623 2176,15

mar/14 0,93076 1335,86 0,76094 1092,13 0,91511 1313,40 1,50901 2165,79

mai/14 0,93729 1345,23 0,74303 1066,42 0,91180 1308,65 1,49509 2145,81

jul/14 0,90442 1298,05 0,70602 1013,31 0,89482 1284,28 1,45420 2087,13

set/14 0,92190 1323,14 0,70571 1012,86 0,87849 1260,84 1,48379 2129,60

nov/14 0,86733 1244,83 0,68792 987,33 0,90817 1303,44 1,43903 2065,36

jan/15 1,09569 1.572,57 0,86492 1.241,36 1,00865 1447,65 1,81086 2.599,03

mar/15 1,13500 1.629,00 0,92116 1.322,08 0,97452 1398,67 1,85925 2.668,47

jul/15 1,10458 1549,10 0,74997 1051,78 0,79690 1117,60 1,72248 2415,67

set/15 1,40691 1973,10 1,05161 1474,81 1,21461 1703,41 2,24237 3144,78

mar/16 1,37717 1931,39 1,06371 1491,78 1,11124 1558,44 2,21013 3099,57

0,00 0,00 0,00 0,00

0,00 0,00 0,00 0,00

0,00 0,00 0,00 0,00

PREÇOS DE MATERIAIS BETUMINOSOS

Página 28 de 46




Tipo de revestimento I.R. do mês do SICRO

Revestimento asfáltico 403,20 3,02140

Revestimento primário I.R. deJulho de 2014

Leito natural 2,70237

ICMS (%) 18,00

BDI (%) 15,00

I. Reajustamento 1,11806

RL-1C

A quente 202,19 CM-30

A frio 202,19 RR-1C

A quente 38,75

A frio 34,87

A quente 38,75

A frio 34,87

Janeiro Março Maio Julho Setembro Novembro

300,26500 302,14000


Custo do transporte (t x km)

Revestimento asfáltico

Revestimento primário

Leito natural

Índice de Reajustamento de Pavimentação – 2016

Página 29 de 46




Dados: Formula DMT =

RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO

Para segmento km 95,1 a 98,6

SOLO

D1= 95,3 - 95,1 = 0,2

D2=98,6 - 95,3 = 3,5

DMT = 2,06 KM


DMT = 7,45 KM

CONCRETO CICLÓPICO AC/BC/PC

CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC

AREIA

DMT = (( KM 118 – KM 110,7) + (KM 98,6 – KM 95,1)) = 10,8 KM



ENROCAMENTO DE PEDRA ARRUMADA

ENROCAMENTO DE PEDRA JOGADA.

BRITA/PEDRA MARROADA

DMT = (( KM 118 – KM 110,7) + (KM 98,6 – KM 95,1)) = 10,8 KM

RECOMPOSIÇÃO DO GUARDA CORPO

BRITA

DMT = (( KM 118 – KM 110,7) + (KM 98,6 – KM 95,1)) = 10,8 KM

RECOMP. MECANIZADA DE ATERRO

Não havendo uma localização exata deste serviço adotou-se uma DMT = 5,00 km



SOLO

DMT = ( KM 110,7 - KM 98,6) = 12,100 KM

RECOMPOSIÇÃO DE GUARDA CORPO AC/BC

AREIA

DMT = (KM 110,7- KM 98,6) = 12,100 KM

BRITA

DMT = (KM 152,5-KM118,0) + (KM110,7-KM98,6) +(KM 95,1- KM90,6) = 51,1 KM





AREIA

D1= 85,0-31,1 = 54,9

D2=(152,5-85)-10,8 = 56,7

DMT = 27,910 KM

BRITA E PEDRA MARROADA

DMT = 152,5-((31,1+95,1)/2) - 10,8 =

DMT = 78,600 KM

Não havendo uma localização exata deste serviço adotou-se uma DMT = 5,00 km

MEMÓRIA DE CÁLCULO DOS TRANSPORTES

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

D1+D2

TIPO DE TRANSPORTE: 3 S 09 001 00 - Transporte local c/ basc. 5m3 em rodov. não pav

TIPO DE TRANSPORTE: 3 S 09 002 00 - Transporte local basc. 5m3 em rodov. Pav


Página 30 de 46




BRITA PARA BASE DE REMENDO PROFUNDO BC

DMT = 152,5-((31,1+95,1)/2) - 10,8 =

DMT = 78,600 KM

MISTURA BETUMINOSA EM BETONEIRA AC/BC

D1= 90,6-31,1 = 59,5

D2 = (152,2-90,6)-10,8 = 51,1

DMT = 27,810 KM



FORMAS COMUM DE MADEIRA

DOBRAGEM E COLOCAÇÃO EM ARMADURA

RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA

RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO

RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME

RECOMP. GUARDA CORPO

TÁBUAS

CIMENTO

AÇO

MOURÃO

ARAME

G. CORPO

D1= 90,6-31,1 = 59,5

D2 = (152,2-90,6)-10,8 = 51,1

DMT = 27,810 KM




DOBRAGEM E COLOCAÇÃO EM ARMADURA

RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE MADEIRA

RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃO

RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME

RECOMP. GUARDA CORPO

TÁBUAS

CIMENTO

AÇO

MOURÃO

ARAME

G. CORPO

DMT = (( KM 118 – KM 110,7) + (KM 98,6 – KM 95,1)) = 10,8 KM

TIPO DE TRANSPORTE: 3 S 09 002 03 - Transporte local de material para remendos

TIPO DE TRANSPORTE: 3 S 09 001 41 - Transp. local c/ carroceria 4t em rodov. não pav.

TIPO DE TRANSPORTE: 3 S 09 002 41 - Transp. local c/ carroceria 4t em rodov. Pav

Página 31 de 46








ÁGUA

D1= 90,6-31,1 = 59,5

D2 = (152,2-90,6)-10,8 = 51,1

DMT = 27,810 KM





ÁGUA

DMT = (( KM 118 – KM 110,7) + (KM 98,6 – KM 95,1)) = 10,8 KM

MISTURA BETUMINOSA EM BETONEIRA AC/BC



RECOMPOSIÇÃO DE GUARDA CORPO AC/BC



BRITA PARA BASE DE REMENDO PROFUNDO BC

BRITA/PEDRA MARROADA

DMT = (526,6+1,0-523,4)+(160,8-152,5)

DMT = 12,5 KM

TIPO DE TRANSPORTE:3 S 09 202 70 - Transp. local água c/ cam. tanque em rodov. pav.

TIPO DE TRANSPORTE: 3 S 09 201 70 - Transp. local água c/ cam. tanque rodov. não pav.

TIPO DE TRANSPORTE: 3 S 09 002 91 - Transporte comercial c/ basc. 10m3 rod. pav.

Página 32 de 46




Inicio de trecho

500m

Km Km Km Km Km Km

31,1 98,60 110,70 118,00 152,50 160,8

En

tr. BR

-47

4 –

km

52

3,4

Km 84 Km 90,6 BR-116/MG - Km 526,6+1,9km

Trecho não pavimentado

Trecho pavimentado

CROQUI DE LOCALIZAÇÃO(KM 31,1 AO KM 152,5)

Final de trecho

Km 95,1 Km 95,3

Pedra marroada

Brita p/ MBUF e

Rem. Profundo

Canteiro MBUF

G. Corpo

TábuasCimento

Guarda corpo

MourãoArame

Aço

Água

Areia p/

concreto e

MBUF

Mat. Jazida

Recomp.

Revest.

Primário

Página 33 de 46




M.T. - DNIT S.R.E.MG

RODOVIA : BR-474/MG EXTENSÃO: 121,4 KM

TRECHO : Entr. BR-259 (Aimorés) – Entr. BR-116 (Caratinga) PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040



CÓDIGO

PRINC.DISCRIMINAÇÃO MATERIAL

QUANT. ANUAL

DE TRABALHOUN.

FATOR

DE

UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO

DE TRANSP.

3 S 02.530.50 MIST. BET. USI. BET. AC/BC M.B.U.B 829,500 M³ 2,0000 1.659,000 27,810 46.136,790

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC BRITA 221,200 M³ 0,5300 117,236 78,600 9.214,740

55.351,530

TIPO DE TRANSPORTE: 3 S 09 002 03 - Transporte local de material para remendos

TOTAL

Página 34 de 46




M.T. - DNIT S.R.E.MG EXTENSÃO: 121,4 KM

RODOVIA : BR-474/MG PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040




CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN.

FATOR

DE

UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO DE

TRANSP.

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO MAT. JAZIDA 6.825,000 M³ 1,8400 12.558,000 2,061 25.887,420

MAT. JAZIDA 14.235,000 M³ 1,8400 26.192,400 7,450 195.133,380

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO MAT. JAZIDA 3.500,000 M³ 1,8400 6.440,000 2,061 13.275,600

MAT. JAZIDA 7.300,000 M³ 1,8400 13.432,000 7,450 100.068,400

3S0850100 RECOMP. MECANIZADA DE ATERRO MAT. JAZIDA 19.424,000 M³ 1,8400 35.740,160 5,000 178.700,800

AREIA 120,000 M³ 0,6630 79,560 10,800 859,240

BRITA 120,000 M³ 0,7770 93,240 10,800 1.006,990

P. MARROADA 120,000 M³ 0,5175 62,100 10,800 670,680

AREIA 230,000 M³ 1,0200 234,600 10,800 2.533,680

BRITA 230,000 M³ 1,1655 268,065 10,800 2.895,100

3S0500000 ENROCAMENTO DE PEDRA ARRUMADA P. MARROADA 380,000 M³ 1,8000 684,000 10,800 7.387,200

3S0500100 ENROCAMENTO DE PEDRA JOGADA. P. MARROADA 400,000 M³ 1,5000 600,000 10,800 6.480,000

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC BRITA 154,560 M³ 0,0537 8,300 10,800 89,630

2S0530203 MURO GABIÃO CX1,00 ALT. 8X10 ZN/AL+PVC D=2,4MM P. MARROADA 60,000 M³ 1,7250 103,500 10,800 1.117,800

536.105,920TOTAL

TIPO DE TRANSPORTE: 3 S 09 001 00 - Transporte local c/ basc. 5m3 em rodov. não pav.

3S0331050 CONCRETO CICLÓPICO AC/BC/PC

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC

Página 35 de 46







SUB-TRECHO : Expedicionário Alicio - Piedade de Caratinga EXTENSÃO: 121,4 KM


CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN.

FATOR

DE

UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO DE

TRANSP.

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO JAZIDA 14.625,000 M³ 1,8400 26.910,000 12,100 325.611,000

3S0220001 RECOMPOSIÇÃO DA CAMADA GRANULAR DO PAVIMENTO JAZIDA 7.300,000 M³ 1,8400 13.432,000 12,100 162.527,200

3S0331050 CONCRETO CICLÓPICO AC/BC/PC AREIA 120,000 M³ 0,6630 34,995 27,910 976,710

BRITA 120,000 M³ 0,7770 93,240 78,600 7.328,660

P. MARROADA 120,000 M³ 0,5175 62,100 78,600 4.881,060

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC AREIA 230,000 M³ 1,0200 234,600 27,910 6.547,680

BRITA 230,000 M³ 1,1655 268,065 78,600 21.069,900

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC AREIA 154,560 M 0,0431 6,662 27,910 185,920

BRITA 154,560 M 0,0537 8,300 78,600 652,360



3S0850100 RECOMP. MECANIZADA DE ATERRO MAT. JAZIDA 19.424,000 M 1,8400 35.740,160 5,000 178.700,800


817.538,790

TIPO DE TRANSPORTE: 3 S 09 002 00 - Transporte local basc. 5m3 em rodov. pav.

TOTAL

Página 36 de 46







SUB-TRECHO : Expedicionário Alicio - Piedade de Caratinga EXTENSÃO: 121,4 KM


CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN.

FATOR

DE

UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO DE

TRANSP.

3S0253050 MISTURA BETUMINOSA EM BETONEIRA AC/BC BRITA 829,500 M³ 1,3155 1.091,207 12,500 13.640,090

3S0223050 BRITA PARA BASE DE REMENDO PROFUNDO BC BRITA 221,200 M³ 0,5300 117,236 12,500 1.465,450

3S0331050 CONCRETO CICLÓPICO AC/BC/PC BRITA 120,000 M³ 0,7770 93,240 12,500 1.165,500

P. MARROADA 120,000 M³ 0,5175 62,100 12,500 776,250

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC BRITA 230,000 M³ 1,1655 268,065 12,500 3.350,810

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC BRITA 154,560 M 0,0537 8,300 12,500 103,740




37.845,590

TIPO DE TRANSPORTE: 3 S 09 002 91 - Transporte comercial c/ basc. 10m3 rod. pav.

TOTAL

Página 37 de 46








SEGMENTO: KM 31,1 AO KM 152,5 0

CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN.FATOR DE

UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO DE

TRANSP.

3S0337000 FORMAS COMUM DE MADEIRA TABUAS 1.050,000 M³ 0,1270 133,350 27,810 3.708,460

G.CORPO 154,560 M 0,1100 17,002 27,810 472,810

CIMENTO 154,560 M 0,0163 2,519 27,810 70,060

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA AÇO 5.750,000 KG 0,0011 6,325 27,810 175,890

3S0331050 CONCRETO CICLÓPICO AC/BC/PC CIMENTO 120,000 M3 0,3210 38,520 27,810 1.071,240

3S0332951CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC)

AC/BC CIMENTO 230,000 M3 0,3210 73,830 27,810 2.053,210

3S0841400RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE

MADEIRA ARAME 5.463,000 M 0,00020 1,093 27,810 30,380

MOURÃO 2,10 5.463,000 M 0,04870 266,048 27,810 7.398,790

MOURÃO 2,20 5.463,000 M 0,00480 26,222 27,810 729,240

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃOMOURÃO 2,10 3.642,000 M 0,04870 177,365 27,810 4.932,530

MOURÃO 2,20 3.642,000 M 0,00480 17,482 27,810 486,160

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME ARAME 3.035,000 M 0,0002 0,607 27,810 16,880

21.145,650

TIPO DE TRANSPORTE: 3 S 09 002 41 - Transp. local c/ carroceria 4t em rodov. pav.

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC

TOTAL

Página 38 de 46









CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN.FATOR

DE UTIL.

PESO(T)

TRANSP. D.M.T(km)

MOMENTO DE

TRANSP.

3S0337000 FORMAS COMUM DE MADEIRA TABUAS 1.050,000 M³ 0,0127 13,335 10,800 144,010

3S0335300 DOBRAGEM E COLOCAÇÃO EM ARMADURA AÇO 5.750,000 KG 0,0011 6,325 10,800 68,310

3S0331050 CONCRETO CICLÓPICO AC/BC/PC CIMENTO 120,000 M3 0,3210 38,520 10,800 416,010

3S0332951CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC)

AC/BC CIMENTO 230,000 M3 0,3210 73,830 10,800 797,360

3S0820050 RECOMPOSIÇÃO DE GUARDA CORPO AC/BC G. CORPO 154,560 M 0,1169 18,068 10,800 195,135

CIMENTO 28,000 M 0,0163 0,456 10,800 4,929

3S0841400RECOMPOSIÇÃO TOTAL DE CERCA COM MOURÃO DE

MADEIRA ARAME 5.463,000 M 0,00020 1,093 10,800 11,800

MOURÃO 2,10 5.463,000 M 0,04870 266,048 10,800 2.873,310

MOURÃO 2,20 5.463,000 M 0,00480 26,222 10,800 283,200

3S0841401 RECOMPOSIÇÃO PARCIAL CERCA DE MADEIRA - MOURÃOMOURÃO 2,10 3.642,000 M 0,04870 177,365 10,800 1.915,540

MOURÃO 2,20 3.642,000 M 0,00480 17,482 10,800 188,800

3S0841402 RECOMP. PARCIAL CERCA C/ MOURÃO DE MADEIRA - ARAME ARAME 3.035,000 M 0,0002 0,607 10,800 6,550

6.904,950

TIPO DE TRANSPORTE: 3 S 09 001 41 - Transp. local c/ carroceria 4t em rodov. não pav.

TOTAL

Página 39 de 46




de 46








SEGMENTO: KM 31,1 AO KM 152,5 0

CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN. FATOR DE UTIL. PESO(T)

TRANSP. D.M.T(km)

MOMENTO

DE TRANSP.

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO ÁGUA 21.060,000 12,000L/M3*0,001T/3 252,720 27,810 7.028,140

3S0331050 CONCRETO CICLÓPICO AC/BC/PC ÁGUA 120,000 0,214T/M3 25,680 27,810 714,160

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC ÁGUA 230,000 0,214T/M3 49,220 27,810 1.368,800

3S0850100 RECOMP. MECANIZADA DE ATERRO ÁGUA 19.424,000 12,000L/M3*0,001T/3 233,088 27,810 6.482,170

15.593,270

TIPO DE TRANSPORTE: 3 S 09 202 70 - Transp. local água c/ cam. tanque em rodov. pav.

TOTAL

Página 41 de 46









CÓDIGO


QUANT.

MENSAL DE

TRABALHO

UN. FATOR DE UTIL. PESO(T)

TRANSP. D.M.T(km)

MOMENTO

DE

TRANSP.

3S0140100 RECOMPOSIÇÃO DO REVESTIMENTO PRIMÁRIO ÁGUA 21.060,000 12,000L/M3*0,001T/3 252,720 10,800 2.729,370

3S0331050 CONCRETO CICLÓPICO AC/BC/PC ÁGUA 120,000 0,214T/M3 25,680 10,800 277,340

3S0332951 CONCRETO DE CIMENTO(CONFEC. MANUAL E LANC) AC/BC ÁGUA 230,000 0,214T/M3 49,220 10,800 531,570

3S0850100 RECOMP. MECANIZADA DE ATERRO ÁGUA 19.424,000 12,000L/M3*0,001T/3 233,088 10,800 2.517,350

6.055,630

TIPO DE TRANSPORTE: 3 S 09 201 70 - Transp. local água c/ cam. tanque rodov. não pav.

TOTAL

Página 42 de 46




de 46




S.E.R.M.G. EXTENSÃO: 121,4 KM SREMG

RODOVIA: BR-474/MG

EXTENSÃO: 121,4 KM

SERVIÇOS PARAM. QUANTITATIVO UNID. QUILOME

FÍSICOS * TOTAL TRAGEM

MURO GABIÃO CX1,00 ALT. 8X10

ZN/AL+PVC D=2,4MM LOCALIZAÇÃO

VAR. 60,000 M³ QUANTIDADE

RECOMPOSIÇÃO DO REVESTIMENTO

PRIMÁRIO LOCALIZAÇÃO

VAR. 21.060,000 KM QUANTIDADE

REGULARIZAÇÃO MECÂNICA DE FAIXA DE

DOMINIO LOCALIZAÇÃO

VAR. 466.560,000 KM QUANTIDADE

RECOMPOSIÇÃO DA CAMADA GRANULAR

DO PAVIMENTO LOCALIZAÇÃO

VAR. 8.640,000 M³ QUANTIDADE

BRITA PARA BASE DE REMENDO

PROFUNDO BC LOCALIZAÇÃO

VAR. 221,200 KM QUANTIDADE

MISTURA BETUMINOSA EM BETONEIRA

AC/BC LOCALIZAÇÃO

VAR. 829,500 M3 QUANTIDADE


LOCALIZAÇÃO


CONCRETO DE CIMENTO(CONFEC.

MANUAL E LANC) AC/BC LOCALIZAÇÃO



LOCALIZAÇÃO

VAR. 1.050,000 M3 QUANTIDADE

DOBRAGEM E COLOCAÇÃO EM

ARMADURA LOCALIZAÇÃO


LIMPEZA DE PONTE

LOCALIZAÇÃO

VAR. 772,800 M QUANTIDADE

ESCAVACÃO MANUAL MAT 1A CAT.

LOCALIZAÇÃO


ESCAVAÇÃO MECANIZADA DE VALA EM

MATERIAL 1ª CATEGORIA LOCALIZAÇÃO



LOCALIZAÇÃO


61,10 91,10 71,10 76,10

38,000

664,000 2.660,000

38,000 28,000 38,000 38,000 36,000

11,000 8,000 1,000

1.900,000

96,10

2,500 2,500 2,500 2,500

15,500

31,10 36,10 41,10 46,10 51,10 56,10 101,10

2,500

81,10 86,10 66,10

2,500 2,500 2,500 2,500 2,500

10,000 10,000 10,000 10,000 8,000

2,500

7.800,00

120.960,000 43.200,000

2,500 2,500 2,500

9,000

10,000

6,000 1,000 6,000 6,000 6,000 6,000 6,000 6,000

38,000 38,000 38,000 38,000 38,000 38,000 38,000

10,000 10,000 10,000 10,000 10,000 10,000 10,000

11,000 11,000 11,000 11,000 11,000 11,000 11,000

6,000 6,000

11,000 11,000 11,000 11,000

6,000 6,000 6,000

262,000 262,000 262,000 262,000 262,000 262,000 262,000

48,000

262,000 262,000 262,000

48,000 48,000

210,000 262,000 262,000 70,000

10,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 40,000

140,000 140,000 140,000 140,000 140,000 140,000

257,000

140,000 140,000 140,000 140,000 140,000 140,000 140,000 140,000

257,000

235,000

15,500 15,500 15,500 15,500

235,000 235,000 235,000 235,000

15,500 15,500 15,500 15,500 15,500

235,000 235,000 235,000 235,000 235,000 235,000

15,500 15,500

235,000 235,000

15,500 15,500

235,000

111,10 116,10

2,500 2,500 2,500

106,10

2,500

1.900,000 7.800,000 1.660,000



PNV : 474BMG0015 – 474BMG0020 e 474BMG0037 - 474BMG0040




28,000 28,000

2,000 2,000

6,000 6,000

43.200,000 216.000,000 43.200,000

664,000 3.324,000 1.328,000

8,000 10,000

140,000 140,000 140,000

235,000 235,000 235,000

15,500 15,500 15,150

40,000 30,000

210,000 210,000

258,800

10,000

38,000

6,000

10,000

48,000

262,000

140,000

235,000

15,500

2,000 0,500

126,60 131,60 136,60 141,60 146,60 151,60

2,500 2,500 2,500 2,500 2,500

6,000 6,000 6,000 6,000 6,000 6,000 1,000

38,000 38,000

10,000 5,200

38,000 38,000 38,000 38,000

10,000 10,000 10,000 10,000 10,000

16,500

262,000 262,000

48,000 18,000

11,000 11,000 11,000 11,000 11,000 11,000

262,000 262,000 262,000 262,000

1,000

48,000 48,000 48,000 48,000 48,000

72,000

15,500 15,500

235,000 60,000

140,000 140,000 140,000 140,000 140,000 140,000

15,500 15,500 15,500 15,500

40,000

235,000 235,000 235,000 235,000 235,000

8,350

121,60

Página 44 de 46





RODOVIA: BR-474/MG

EXTENSÃO: 121,4 KM



61,10 91,10 71,10 76,10 96,10 31,10 36,10 41,10 46,10 51,10 56,10 101,1081,10 86,10 66,10 111,10 116,10 106,10







126,60 131,60 136,60 141,60 146,60 151,60 121,60


LOCALIZAÇÃO


REVESTIMENTO VEGETAL C/ MUDAS

LOCALIZAÇÃO

VAR. 7.600,000 M² QUANTIDADE

REVESTIMENTO VEGETAL COM GRAMA EM

LEIVAS LOCALIZAÇÃO

VAR. 6.600,000 M² QUANTIDADE

RECONFORMAÇÃO DA PLATAFORMA

LOCALIZAÇÃO

VAR. 194,400 HÁ QUANTIDADE

TAPA BURACO

LOCALIZAÇÃO


REMENDO PROFUNDO C/ DEMOL MANUAL

LOCALIZAÇÃO


REMENDO PROFUNDO C/ DEMOLIÇÃO

MECANIZADA LOCALIZAÇÃO


CORREÇÃO DE DEFEITO C/ MISTURA

BETUMINOSA LOCALIZAÇÃO


RECOMPOSIÇÃO DE GUARDA CORPO

AC/BC LOCALIZAÇÃO

VAR. 154,560 M QUANTIDADE

LIMPEZA DE SARJETA E MEIO FIO

LOCALIZAÇÃO

VAR 254.940,000 M QUANTIDADE

LIMPEZA DE VALETA DE CORTE

LOCALIZAÇÃO

VAR. 84.720,000 M QUANTIDADE

LIMPEZA VALA DRENAGEM

LOCALIZAÇÃO


LIMPEZA DE DESCIDA DAGUA

LOCALIZAÇÃO


LIMPEZA DE BUEIROS

LOCALIZAÇÃO


DESOBSTRUCÃO DE BUEIROS

LOCALIZAÇÃO


CAIACÃO

LOCALIZAÇÃO

VAR 132.000,000 M2 QUANTIDADE

315,000 315,000

272,000 272,000 272,000 272,000

315,000 315,000 315,000

272,000 272,000 272,000 272,000 272,000 272,000 272,000 272,000 272,000

315,000 315,000 315,000 315,000 315,000 315,000 315,000 315,000 315,000

60,000

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

15,000

15,000 15,000 15,000 15,000 4,000

5,000 4,900

15,000 12,000

5,000 5,000 5,000 5,000 1,700 5,000 5,000 5,000 5,000 5,000 5,000 5,000

15,000 15,000

2,000

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

7,500 7,500 7,500 7,000 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500

20,000 17,000 20,000 20,000 20,000 20,000

51,000

20,000 20,000

12.000,000 12.000,000 12.000,000 12.000,000 10.000,000 12.000,000 12.000,000 12.000,000 12.000,000 12.000,000 12.000,000 12.000,000 12.000,000

51,000

717,000 717,000 717,000

3.490,000 3.490,000 3.490,000

376,000 376,000 376,000

717,000 717,000 717,000 717,000 717,000 717,000

3.490,000 3.490,000 3.490,000 3.490,000 3.490,000

717,000 717,000 717,000 717,000

3.490,000 3.490,000 3.490,000 3.490,000 3.490,000 3.490,000

250,000 250,000 250,000

6.800,000 6.800,000 6.800,000 6.800,000

717,000

376,000 376,000

717,000 717,000 717,000 717,000

250,000 250,000

717,000

376,000 376,000 376,000 376,000

717,000 717,000 717,000

376,000 376,000 376,000

16,500 16,500 16,500 16,500 16,500 16,500 16,500

800,000 200,000

250,000 250,000 250,000 250,000 250,000 250,000

16,500 16,500 16,500 16,500

6.800,000 6.800,000

16,500 16,500

6.800,000 6.800,000 6.800,000 6.800,000 6.800,000

376,000

717,000 717,000 717,000 717,000 717,000

376,000

717,000

6.800,000

250,000 250,000 250,000

16,500

15,000 75,000 29,400

12,000 11,000

4,000 4,000

16,500 16,500 16,500

315,000 315,000 315,000

272,000 272,000 272,000

376,000

250,000 250,000 250,000

10.000,000 4.000,000

3.490,000 3.490,000 3.490,000

717,000 717,000 717,000

7,000 5,000

17,000 17,000

52,560

900,000 800,000

717,000 717,000 717,000

376,000 376,000

3.490,000

717,000

717,000

376,000

250,000

16,500

315,000

272,000

6.800,000

15,000

5,000

7,500

20,000

12.000,000

16,500 16,500 16,500 16,500 16,500 16,500 4,000

16,000 16,000 16,000 16,000 16,000 16,000 1,800

272,000 72,000

315,000 315,000 315,000 315,000 315,000 315,000 40,000

272,000 272,000 272,000 272,000 272,000

20,000 20,000

7,500 2,400

5,000 5,000 5,000 5,000 5,000 5,000

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

1,000

7,500 7,500 7,500 7,500 7,500

11,400

717,000 717,000 717,000 717,000 717,000 717,000 192,000

717,000 717,000

3.490,000 960,000

12000,000 12000,000 12000,000 12000,000 12000,000 12000,000

717,000 717,000 717,000 717,000

2940,000

3.490,000 3.490,000 3.490,000 3.490,000 3.490,000

192,000

80,000

376,000 376,000 376,000 376,000 376,000 376,000

6.800,000 6.800,000 6.800,000 6.800,000

96,000

250,000 250,000 250,000 250,000 250,000

100,000 6.800,000 6.800,000

250,000

272,000

Página 45 de 46





RODOVIA: BR-474/MG

EXTENSÃO: 121,4 KM



61,10 91,10 71,10 76,10 96,10 31,10 36,10 41,10 46,10 51,10 56,10 101,1081,10 86,10 66,10 111,10 116,10 106,10







126,60 131,60 136,60 141,60 146,60 151,60 121,60

RECOMPOSIÇÃO TOTAL DE CERCA COM

MOURÃO DE MADEIRA LOCALIZAÇÃO

VAR 5.463,000 KM QUANTIDADE

RECOMPOSIÇÃO PARCIAL CERCA DE

MADEIRA - MOURÃO LOCALIZAÇÃO


RECOMP. PARCIAL CERCA C/ MOURÃO DE

MADEIRA - ARAME LOCALIZAÇÃO


RECOMP. MANUAL DE ATERRO

LOCALIZAÇÃO



LOCALIZAÇÃO

VAR 19.424,000 km QUANTIDADE

REMOCÃO MANUAL DE BARREIRA-SOLO

LOCALIZAÇÃO


REMOCÃO MECANIZADA DE BARREIRA-

SOLO LOCALIZAÇÃO


ROCADA MANUAL

LOCALIZAÇÃO

VAR 60,700 HÁ QUANTIDADE

ROCADA DE CAPIM COLONIÃO

LOCALIZAÇÃO


ROÇADA MECANIZADA

LOCALIZAÇÃO


CAPINA MANUAL

LOCALIZAÇÃO

VAR 66.750,000 M2 QUANTIDADE

1.200,000 1.200,000 1.200,000 1.200,00 1.200,00 1.200,00 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000

2,500 2,500 2,500 2,500 2,500 2,500

1.200,00 1.200,00 1.200,00

0,70 2,50 2,50 2,50

1.200,000 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000 1.200,000

2,50 2,50 2,50 2,500 2,500 2,500 2,500 2,500 2,500

336,00

2,500 2,500 2,500 2,500 2,500 2,500

200,00 200,00 200,00 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000

800,000 224,00 800,000 800,000

56,00 200,000 200,000 200,000 200,000 200,000 200,000

800,000 800,000 800,000 800,000

200,000 200,000 200,000 200,000

800,000 800,000 800,000 800,000 800,000 800,000 800,000 800,000

200,00 200,00 200,00

200,000

800,000 800,000

125,000

800,000 800,000

125,000

150,000

125,000 125,000 125,000 125,000 125,000 125,000 125,000 125,000

150,000 150,000

225,000 225,000

150,000 150,000 150,000 150,000

225,000 225,000

150,000 150,000 150,000 150,000

125,000 125,000 125,000 125,000

800,000

200,000

150,000 150,000 150,000

225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000

200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000 200,000

125,000 125,000 125,000

200,000 200,000 200,000

800,000 800,000 800,000

225,000 225,000 225,000

150,000 150,000 150,000

225,000

150,000

125,000

200,000

800,000

35,000

56,000 200,000 200,000 200,000 200,000 200,000 200,000

40,000

125,000

150,000 150,000 150,000 150,000 152,000 150,000

125,000 125,000 125,000 125,000 125,000

225,000 225,000 225,000 225,000 225,000 225,000 63,000

7,50 7,50 7,50 7,50 7,50 7,50 2,10 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500

10,00 10,00 2,80 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000

2.740,000 2.740,00 2.740,00 2.740,00 2.740,00 2.740,00 2.740,00 990,00

10,000

2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000 2.740,000

10,000 10,00 10,00 10,00 10,00

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