projeto executivo para implantação e pavimentação de rodovia

2ÍNDICEANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

41.0. APRESENTAÇÃOANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

51.0. APRESENTAÇÃO1.1. OBJETIVOO presente trabalho destina-se a fundamentação, descrição e apresentação do Projeto deEngenharia para Implantação e Pavimentação de Segmento da Rodovia MS 324, Trecho: Água Clara– Córrego Barra Mansa, com extensão de 14,540 Km.A característica do trecho, as condições para elaboração do Projeto de Execução, asmetodologias utilizadas na execução dos estudos e projetos e a forma de apresentação dostrabalhos, são descritas no presente Relatório.1.2. COMPOSIÇÃO DOS TRABALHOSCompõem este documento, os seguintes volumes:VOLUME 1 - RELATÓRIO DO PROJETO DE EXECUÇÃO: tem a finalidade de fornecer uma visãoglobal do projeto, contendo uma descrição dos estudos e projetos realizados, comindicação das soluções propostas para as diversas obras e suas justificativas e, ainda,as planilhas de quantitativos dos serviços necessários à implantação do projeto, oorçamento dos serviços.ANEXO: Compõem este Relatório os volumes:“ANEXO 1 A - NOTAS DE SERVIÇO E CÁLCULO DE VOLUME”, onde são apresentadosos elementos verticais, as Notas de Serviços e Cálculo de Volumes.VOLUME 2 - PROJETO DE EXECUÇÃO: apresentado no formato A-3, onde constam, todos osmapas, detalhes, esquemas e gráficos, necessários para a orientação e execução dasdiversas obras e serviços.VOLUME 3 - ORÇAMENTO DAS OBRAS: onde são apresentados os quantitativos, os custosunitários e o orçamento das obras a serem executadas, bem como planejamento parasua execução.ANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

62.0. MAPA DE LOCALIZAÇÃOANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

83.0. NOTAS DE SERVIÇOSANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

9CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 1Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01 - PISTA DE 12,00mLADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.77+17,550 0,400 330,405 -6,400 330,005 -6,000 -3,00 330,419 330,185 0,234 -3,00 6,000 330,005 6,264 330,268 0,26390 0,491 333,707 -6,491 333,216 -6,000 -3,00 333,677 333,396 0,281 -3,00 6,000 333,216 6,806 334,022 0,80691 0,503 334,210 -6,503 333,707 -6,000 -3,00 334,147 333,887 0,260 -3,00 6,000 333,707 6,730 334,436 0,72992 0,442 334,675 -6,442 334,233 -6,000 -3,00 334,784 334,413 0,371 -3,00 6,000 334,233 6,649 334,882 0,64993 0,393 335,186 -6,393 334,793 -6,000 -3,00 335,194 334,973 0,221 -3,00 6,000 334,793 6,901 335,693 0,90094 0,314 335,702 -6,314 335,388 -6,000 -3,00 335,665 335,568 0,097 -3,00 6,000 335,388 6,847 336,235 0,84795 0,238 336,238 -6,238 336,000 -6,000 -3,00 336,341 336,180 0,161 -3,00 6,000 336,000 6,399 336,399 0,39996 0,136 336,748 -6,136 336,612 -6,000 -3,00 336,652 336,792 -0,140 -3,00 6,000 336,612 6,521 337,133 0,52197 0,008 337,232 -6,008 337,224 -6,000 -3,00 337,154 337,404 -0,250 -3,00 6,000 337,224 6,363 337,587 0,36398 -0,040 337,796 -6,060 337,836 -6,000 -3,00 337,705 338,016 -0,311 -3,00 6,000 337,836 6,134 337,747 -0,08999 -0,070 338,378 -6,105 338,448 -6,000 -3,00 338,236 338,628 -0,392 -3,00 6,000 338,448 6,046 338,494 0,046100 -0,171 338,889 -6,256 339,060 -6,000 -3,00 338,812 339,240 -0,428 -3,00 6,000 339,060 6,018 339,078 0,018101 -0,298 339,374 -6,447 339,672 -6,000 -3,00 339,382 339,852 -0,470 -3,00 6,000 339,672 6,436 339,381 -0,291102 -0,368 339,916 -6,553 340,284 -6,000 -3,00 339,948 340,464 -0,516 -3,00 6,000 340,284 6,349 340,051 -0,233103 -0,430 340,466 -6,645 340,896 -6,000 -3,00 340,526 341,076 -0,550 -3,00 6,000 340,896 6,076 340,972 0,076Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

10CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 2Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.104 -0,535 340,973 -6,802 341,508 -6,000 -3,00 341,077 341,688 -0,611 -3,00 6,000 341,508 6,466 341,198 -0,310105 -0,602 341,518 -6,902 342,120 -6,000 -3,00 341,671 342,300 -0,629 -3,00 6,000 342,120 6,629 341,701 -0,419106 -0,581 342,151 -6,872 342,732 -6,000 -3,00 342,272 342,912 -0,640 -3,00 6,000 342,732 6,401 342,465 -0,267107 -0,535 342,809 -6,803 343,344 -6,000 -3,00 342,851 343,524 -0,673 -3,00 6,000 343,344 6,406 343,074 -0,270108 -0,503 343,453 -6,755 343,956 -6,000 -3,00 343,508 344,136 -0,628 -3,00 6,000 343,956 6,325 343,739 -0,217109 -0,488 344,080 -6,732 344,568 -6,000 -3,00 344,136 344,748 -0,612 -3,00 6,000 344,568 6,371 344,320 -0,248110 -0,486 344,694 -6,729 345,180 -6,000 -3,00 344,763 345,360 -0,597 -3,00 6,000 345,180 6,620 344,767 -0,413111 -0,455 345,337 -6,682 345,792 -6,000 -3,00 345,323 345,972 -0,649 -3,00 6,000 345,792 6,572 345,411 -0,381112 -0,390 346,014 -6,584 346,404 -6,000 -3,00 346,158 346,584 -0,426 -2,02 6,000 346,463 6,450 346,163 -0,300113 -0,333 346,683 -6,499 347,016 -6,000 -3,00 346,914 347,196 -0,282 -0,56 6,000 347,162 6,265 346,985 -0,177113+7,676 -0,326 346,925 -6,489 347,251 -6,000 -3,00 347,151 347,431 -0,280 0,00 6,000 347,431 6,375 347,181 -0,250114 -0,294 347,334 -6,440 347,628 -6,000 -3,00 347,480 347,808 -0,328 0,90 6,000 347,862 6,862 347,287 -0,575115 -0,223 348,017 -6,335 348,240 -6,000 -3,00 348,162 348,420 -0,258 2,36 6,000 348,562 6,931 347,942 -0,620116 -0,319 348,484 -6,478 348,803 -6,000 -3,82 348,729 349,032 -0,303 3,82 6,000 349,261 7,204 348,458 -0,803117 -0,194 349,133 -6,291 349,327 -6,000 -5,28 349,354 349,644 -0,290 5,28 6,000 349,961 6,666 349,517 -0,444118 -0,094 349,758 -6,141 349,852 -6,000 -6,74 349,936 350,256 -0,320 6,74 6,000 350,660 6,917 350,049 -0,611118+7,676 -0,114 349,939 -6,170 350,053 -6,000 -7,30 350,166 350,491 -0,325 7,30 6,000 350,929 7,032 350,241 -0,688119 -0,227 350,203 -6,340 350,430 -6,000 -7,30 350,545 350,868 -0,323 7,30 6,000 351,306 6,933 350,684 -0,622120 -0,193 350,849 -6,289 351,042 -6,000 -7,30 351,209 351,480 -0,271 7,30 6,000 351,918 6,639 351,492 -0,426121 -0,271 351,358 -6,406 351,629 -6,000 -7,30 351,725 352,067 -0,342 7,30 6,000 352,505 6,584 352,116 -0,389122 -0,384 351,781 -6,576 352,165 -6,000 -7,30 352,309 352,603 -0,294 7,30 6,000 353,041 7,302 352,173 -0,868123 -0,879 351,771 -7,319 352,650 -6,000 -7,30 352,669 353,088 -0,419 7,30 6,000 353,526 6,953 352,891 -0,635124 -0,160 352,925 -6,240 353,085 -6,000 -7,30 353,320 353,523 -0,203 7,30 6,000 353,961 6,710 353,488 -0,473125 -0,224 353,246 -6,335 353,470 -6,000 -7,30 353,562 353,908 -0,346 7,30 6,000 354,346 7,371 353,432 -0,914125+8,001 -0,339 353,270 -6,508 353,609 -6,000 -7,30 353,590 354,047 -0,457 7,30 6,000 354,485 7,917 353,207 -1,278126 -0,432 353,424 -6,648 353,856 -6,000 -6,42 353,716 354,241 -0,525 6,42 6,000 354,627 7,920 353,347 -1,280127 -0,497 353,729 -6,746 354,226 -6,000 -4,96 353,973 354,524 -0,551 4,96 6,000 354,822 8,236 353,331 -1,491Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

11CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 3Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.128 -0,590 353,957 -6,886 354,547 -6,000 -3,50 354,190 354,757 -0,567 3,50 6,000 354,967 7,225 354,150 -0,817129 -0,665 354,094 -6,997 354,759 -6,000 -3,00 354,412 354,939 -0,527 2,04 6,000 355,061 7,138 354,303 -0,758130 -0,726 354,164 -7,088 354,890 -6,000 -3,00 354,540 355,070 -0,530 0,58 6,000 355,105 6,843 354,543 -0,562130+8,001 -0,729 354,203 -7,094 354,932 -6,000 -3,00 354,463 355,112 -0,649 0,00 6,000 355,112 6,799 354,580 -0,532131 -0,699 354,297 -7,049 354,996 -6,000 -3,00 354,633 355,176 -0,543 -0,88 6,000 355,123 6,701 354,656 -0,467132 -0,548 354,554 -6,821 355,102 -6,000 -3,00 354,854 355,282 -0,428 -2,34 6,000 355,142 6,728 354,657 -0,485133 -0,606 354,602 -6,909 355,208 -6,000 -3,00 354,988 355,388 -0,400 -3,00 6,000 355,208 6,606 354,804 -0,404134 -0,615 354,699 -6,923 355,314 -6,000 -3,00 355,109 355,494 -0,385 -3,00 6,000 355,314 6,415 355,037 -0,277135 -0,526 354,894 -6,788 355,420 -6,000 -3,00 355,275 355,600 -0,325 -3,00 6,000 355,420 6,495 355,090 -0,330136 -0,443 355,083 -6,664 355,526 -6,000 -3,00 355,392 355,706 -0,314 -3,00 6,000 355,526 6,299 355,327 -0,199137 -0,409 355,223 -6,614 355,632 -6,000 -3,00 355,456 355,812 -0,356 -3,00 6,000 355,632 6,618 355,220 -0,412138 -0,364 355,374 -6,546 355,738 -6,000 -3,00 355,570 355,918 -0,348 -3,00 6,000 355,738 6,650 355,305 -0,433139 -0,375 355,469 -6,563 355,844 -6,000 -3,00 355,730 356,024 -0,294 -3,00 6,000 355,844 6,472 355,529 -0,315140 -0,369 355,581 -6,554 355,950 -6,000 -3,00 355,857 356,130 -0,273 -3,00 6,000 355,950 6,462 355,642 -0,308141 -0,323 355,733 -6,484 356,056 -6,000 -3,00 355,985 356,236 -0,251 -3,00 6,000 356,056 6,512 355,715 -0,341142 -0,335 355,827 -6,503 356,162 -6,000 -3,00 356,090 356,342 -0,252 -3,00 6,000 356,162 6,268 355,984 -0,178143 -0,350 355,918 -6,526 356,268 -6,000 -3,00 356,209 356,448 -0,239 -3,00 6,000 356,268 6,237 356,110 -0,158144 -0,325 356,049 -6,487 356,374 -6,000 -3,00 356,281 356,554 -0,273 -3,00 6,000 356,374 6,244 356,212 -0,162145 -0,230 356,250 -6,345 356,480 -6,000 -3,00 356,279 356,660 -0,381 -3,00 6,000 356,480 6,281 356,293 -0,187146 -0,308 356,278 -6,463 356,586 -6,000 -3,00 356,353 356,766 -0,413 -3,00 6,000 356,586 6,589 356,193 -0,393147 -0,448 356,244 -6,672 356,692 -6,000 -3,00 356,419 356,872 -0,453 -3,00 6,000 356,692 6,665 356,249 -0,443148 -0,389 356,409 -6,584 356,798 -6,000 -3,00 356,689 356,978 -0,289 -3,00 6,000 356,798 6,332 356,577 -0,221149 -0,295 356,609 -6,442 356,904 -6,000 -3,00 356,785 357,084 -0,299 -3,00 6,000 356,904 6,397 356,640 -0,264150 -0,309 356,701 -6,463 357,010 -6,000 -3,00 356,865 357,190 -0,325 -3,00 6,000 357,010 6,478 356,692 -0,318151 -0,311 356,805 -6,467 357,116 -6,000 -3,00 356,960 357,296 -0,336 -3,00 6,000 357,116 6,454 356,813 -0,303152 -0,363 356,859 -6,545 357,222 -6,000 -3,00 357,065 357,402 -0,337 -3,00 6,000 357,222 6,377 356,971 -0,251153 -0,553 356,775 -6,829 357,328 -6,000 -3,00 357,188 357,508 -0,320 -3,00 6,000 357,328 6,234 357,172 -0,156Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

12CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 4Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.154 -0,539 356,895 -6,809 357,434 -6,000 -3,00 357,381 357,614 -0,233 -3,00 6,000 357,434 6,128 357,348 -0,086155 -0,353 357,187 -6,529 357,540 -6,000 -3,00 357,526 357,720 -0,194 -3,00 6,000 357,540 6,003 357,543 0,003156 -0,425 357,221 -6,638 357,646 -6,000 -3,00 357,543 357,826 -0,283 -3,00 6,000 357,646 6,406 357,375 -0,271157 -0,439 357,313 -6,658 357,752 -6,000 -3,00 357,605 357,932 -0,327 -3,00 6,000 357,752 6,386 357,495 -0,257158 -1,019 356,839 -7,528 357,858 -6,000 -3,00 357,655 358,038 -0,383 -3,00 6,000 357,858 6,331 357,637 -0,221159 -0,422 357,542 -6,633 357,964 -6,000 -3,00 357,755 358,144 -0,389 -3,00 6,000 357,964 6,443 357,669 -0,295160 -0,390 357,688 -6,584 358,078 -6,000 -3,00 357,897 358,258 -0,361 -3,00 6,000 358,078 6,486 357,754 -0,324161 -0,254 357,954 -6,381 358,208 -6,000 -3,00 358,058 358,388 -0,330 -3,00 6,000 358,208 6,380 357,955 -0,253162 -0,309 358,045 -6,464 358,354 -6,000 -3,00 358,173 358,534 -0,361 -3,00 6,000 358,354 6,498 358,022 -0,332163 -0,273 358,243 -6,410 358,516 -6,000 -3,00 358,359 358,696 -0,337 -3,00 6,000 358,516 6,463 358,207 -0,309164 -0,315 358,379 -6,473 358,694 -6,000 -3,00 358,517 358,874 -0,357 -3,00 6,000 358,694 6,455 358,391 -0,303165 -1,109 357,779 -7,663 358,888 -6,000 -3,00 358,700 359,068 -0,368 -3,00 6,000 358,888 6,414 358,612 -0,276166 -0,434 358,664 -6,650 359,098 -6,000 -3,00 358,890 359,278 -0,388 -3,00 6,000 359,098 6,298 358,900 -0,198167 -0,340 358,984 -6,511 359,324 -6,000 -3,00 359,147 359,504 -0,357 -3,00 6,000 359,324 6,108 359,252 -0,072168 -0,176 359,390 -6,263 359,566 -6,000 -3,00 359,473 359,746 -0,273 -3,00 6,000 359,566 6,301 359,365 -0,201169 -0,218 359,606 -6,328 359,824 -6,000 -3,00 359,743 360,004 -0,261 -3,00 6,000 359,824 6,258 359,652 -0,172170 -0,252 359,846 -6,378 360,098 -6,000 -3,00 360,006 360,278 -0,272 -3,00 6,000 360,098 6,220 359,952 -0,146171 -0,353 360,035 -6,529 360,388 -6,000 -3,00 360,301 360,568 -0,267 -3,00 6,000 360,388 6,256 360,217 -0,171172 -0,318 360,368 -6,477 360,686 -6,000 -3,00 360,581 360,866 -0,285 -3,00 6,000 360,686 6,190 360,559 -0,127173 -0,284 360,700 -6,426 360,984 -6,000 -3,00 360,897 361,164 -0,267 -3,00 6,000 360,984 6,170 360,871 -0,113174 -0,442 360,840 -6,663 361,282 -6,000 -3,00 361,284 361,462 -0,178 -3,00 6,000 361,282 6,128 361,197 -0,085175 -0,376 361,204 -6,563 361,580 -6,000 -3,00 361,536 361,760 -0,224 -3,00 6,000 361,580 6,072 361,532 -0,048176 -0,343 361,535 -6,514 361,878 -6,000 -3,00 361,815 362,058 -0,243 -3,00 6,000 361,878 6,246 361,714 -0,164177 -0,149 362,027 -6,223 362,176 -6,000 -3,00 362,223 362,356 -0,133 -3,00 6,000 362,176 6,120 362,096 -0,080178 -0,100 362,374 -6,150 362,474 -6,000 -3,00 362,559 362,654 -0,095 -3,00 6,000 362,474 6,002 362,476 0,002179 -0,221 362,551 -6,332 362,772 -6,000 -3,00 362,751 362,952 -0,201 -3,00 6,000 362,772 6,056 362,734 -0,038180 -0,264 362,806 -6,396 363,070 -6,000 -3,00 363,035 363,250 -0,215 -3,00 6,000 363,070 6,210 362,930 -0,140Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

13CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 5Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.181 -0,227 363,141 -6,341 363,368 -6,000 -3,00 363,370 363,548 -0,178 -3,00 6,000 363,368 6,043 363,339 -0,029182 -0,252 363,414 -6,377 363,666 -6,000 -3,00 363,652 363,846 -0,194 -3,00 6,000 363,666 6,234 363,900 0,234183 -0,497 363,467 -6,746 363,964 -6,000 -3,00 363,815 364,144 -0,329 -3,00 6,000 363,964 6,372 363,716 -0,248184 -0,370 363,892 -6,555 364,262 -6,000 -3,00 364,111 364,442 -0,331 -3,00 6,000 364,262 6,376 364,012 -0,250185 -0,554 364,006 -6,831 364,560 -6,000 -3,00 364,249 364,740 -0,491 -3,00 6,000 364,560 6,439 364,267 -0,293186 -0,594 364,249 -6,891 364,843 -6,000 -3,00 364,550 365,023 -0,473 -3,00 6,000 364,843 6,528 364,491 -0,352187 -0,853 364,242 -7,280 365,095 -6,000 -3,00 364,713 365,275 -0,562 -3,00 6,000 365,095 6,616 364,684 -0,411188 -0,790 364,526 -7,184 365,316 -6,000 -3,00 364,947 365,496 -0,549 -3,00 6,000 365,316 6,503 364,981 -0,335189 -0,861 364,645 -7,292 365,506 -6,000 -3,00 365,105 365,686 -0,581 -3,00 6,000 365,506 6,262 365,332 -0,174190 -0,671 364,995 -7,006 365,666 -6,000 -3,00 365,267 365,846 -0,579 -3,00 6,000 365,666 6,459 365,360 -0,306191 -0,643 365,152 -6,964 365,795 -6,000 -3,00 365,438 365,975 -0,537 -3,00 6,000 365,795 6,476 365,478 -0,317192 -0,650 365,243 -6,976 365,893 -6,000 -3,00 365,527 366,073 -0,546 -3,00 6,000 365,893 6,652 365,458 -0,435193 -0,715 365,246 -7,073 365,961 -6,000 -3,00 365,532 366,141 -0,609 -3,00 6,000 365,961 6,755 365,458 -0,503194 -0,829 365,169 -7,243 365,998 -6,000 -3,00 365,547 366,178 -0,631 -3,00 6,000 365,998 6,683 365,543 -0,455195 -0,941 365,063 -7,412 366,004 -6,000 -3,00 365,483 366,184 -0,701 -3,00 6,000 366,004 6,647 365,573 -0,431196 -0,843 365,136 -7,265 365,979 -6,000 -3,00 365,436 366,159 -0,723 -3,00 6,000 365,979 6,702 365,511 -0,468197 -0,777 365,162 -7,166 365,939 -6,000 -3,00 365,453 366,119 -0,666 -3,00 6,000 365,939 6,622 365,524 -0,415198 -0,710 365,189 -7,066 365,899 -6,000 -3,00 365,552 366,079 -0,527 -3,00 6,000 365,899 6,378 365,647 -0,252199 -0,547 365,312 -6,820 365,859 -6,000 -3,00 365,711 366,039 -0,328 -3,00 6,000 365,859 6,413 365,584 -0,275200 -0,459 365,360 -6,688 365,819 -6,000 -3,00 365,755 365,999 -0,244 -3,00 6,000 365,819 6,191 365,692 -0,127201 -0,514 365,265 -6,771 365,779 -6,000 -3,00 365,755 365,959 -0,204 -3,00 6,000 365,779 6,219 365,633 -0,146202 -0,428 365,311 -6,641 365,739 -6,000 -3,00 365,669 365,919 -0,250 -3,00 6,000 365,739 6,102 365,671 -0,068203 -0,439 365,260 -6,659 365,699 -6,000 -3,00 365,665 365,879 -0,214 -3,00 6,000 365,699 6,138 365,607 -0,092204 -0,248 365,411 -6,372 365,659 -6,000 -3,00 365,629 365,839 -0,210 -3,00 6,000 365,659 6,142 365,564 -0,095205 -0,250 365,369 -6,375 365,619 -6,000 -3,00 365,575 365,799 -0,224 -3,00 6,000 365,619 6,096 365,555 -0,064206 -0,280 365,299 -6,420 365,579 -6,000 -3,00 365,571 365,759 -0,188 -3,00 6,000 365,579 6,077 365,656 0,077207 -0,440 365,099 -6,661 365,539 -6,000 -3,00 365,435 365,719 -0,284 -3,00 6,000 365,539 6,170 365,426 -0,113Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

14CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 6Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.208 -0,900 364,599 -7,351 365,499 -6,000 -3,00 365,229 365,679 -0,450 -3,00 6,000 365,499 6,525 365,149 -0,350209 -1,364 364,095 -8,046 365,459 -6,000 -3,00 365,087 365,639 -0,552 -3,00 6,000 365,459 6,587 365,068 -0,391210 -1,536 363,883 -8,305 365,419 -6,000 -3,00 365,019 365,599 -0,580 -3,00 6,000 365,419 6,675 364,969 -0,450211 -1,094 364,288 -7,641 365,382 -6,000 -3,00 364,905 365,562 -0,657 -3,00 6,000 365,382 6,747 364,884 -0,498212 -1,192 364,161 -7,787 365,353 -6,000 -3,00 364,986 365,533 -0,547 -3,00 6,000 365,353 6,648 364,921 -0,432213 -1,626 363,704 -8,439 365,330 -6,000 -3,00 365,093 365,510 -0,417 -3,00 6,000 365,330 6,451 365,029 -0,301214 -1,551 363,763 -8,326 365,314 -6,000 -3,00 365,082 365,494 -0,412 -3,00 6,000 365,314 6,537 364,956 -0,358215 -1,421 363,884 -8,132 365,305 -6,000 -3,00 364,901 365,485 -0,584 -3,00 6,000 365,305 6,786 364,781 -0,524216 -1,787 363,515 -8,680 365,302 -6,000 -3,00 364,753 365,482 -0,729 -3,00 6,000 365,302 6,864 364,726 -0,576217 -1,723 363,584 -8,584 365,307 -6,000 -3,00 364,742 365,487 -0,745 -3,00 6,000 365,307 6,668 364,862 -0,445218 -1,926 363,392 -8,889 365,318 -6,000 -3,00 364,863 365,498 -0,635 -3,00 6,000 365,318 6,700 364,851 -0,467219 -2,000 363,337 -9,000 365,337 -6,000 -3,00 364,913 365,517 -0,604 -3,00 6,000 365,337 6,845 364,774 -0,563220 -1,823 363,539 -8,734 365,362 -6,000 -3,00 364,858 365,542 -0,684 -3,00 6,000 365,362 7,029 364,676 -0,686221 -1,820 363,574 -8,730 365,394 -6,000 -3,00 364,810 365,574 -0,764 -3,00 6,000 365,394 7,171 364,614 -0,780222 -1,528 363,905 -8,293 365,433 -6,000 -3,00 364,881 365,613 -0,732 -3,00 6,000 365,433 7,385 364,510 -0,923223 -1,082 364,396 -7,623 365,478 -6,000 -3,00 364,948 365,658 -0,710 -3,00 6,000 365,478 7,061 364,771 -0,707224 -1,547 363,984 -8,321 365,531 -6,000 -3,00 365,152 365,711 -0,559 -3,00 6,000 365,531 6,749 365,031 -0,500225 -1,771 363,816 -8,656 365,587 -6,000 -3,00 365,285 365,767 -0,482 -3,00 6,000 365,587 6,633 365,165 -0,422226 -1,361 364,282 -8,042 365,643 -6,000 -3,00 365,434 365,823 -0,389 -3,00 6,000 365,643 6,502 365,309 -0,334227 -0,587 365,112 -6,881 365,699 -6,000 -3,00 365,481 365,879 -0,398 -3,00 6,000 365,699 6,539 365,339 -0,360228 -0,773 364,982 -7,160 365,755 -6,000 -3,00 365,468 365,935 -0,467 -3,00 6,000 365,755 6,640 365,328 -0,427229 -0,506 365,305 -6,760 365,811 -6,000 -3,00 365,623 365,991 -0,368 -3,00 6,000 365,811 6,500 365,478 -0,333230 -0,263 365,604 -6,394 365,867 -6,000 -3,00 365,782 366,047 -0,265 -3,00 6,000 365,867 6,194 365,738 -0,129231 -0,267 365,656 -6,401 365,923 -6,000 -3,00 365,851 366,103 -0,252 -3,00 6,000 365,923 6,268 365,745 -0,178232 -0,467 365,512 -6,701 365,979 -6,000 -3,00 365,804 366,159 -0,355 -3,00 6,000 365,979 6,417 365,701 -0,278233 -0,623 365,412 -6,934 366,035 -6,000 -3,00 365,749 366,215 -0,466 -3,00 6,000 366,035 6,637 365,610 -0,425234 -0,532 365,559 -6,797 366,091 -6,000 -3,00 365,740 366,271 -0,531 -3,00 6,000 366,091 6,753 365,589 -0,502Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

15CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 7Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.235 -0,529 365,618 -6,794 366,147 -6,000 -3,00 365,782 366,327 -0,545 -3,00 6,000 366,147 6,764 365,638 -0,509236 -0,602 365,601 -6,902 366,203 -6,000 -3,00 365,848 366,383 -0,535 -3,00 6,000 366,203 6,720 365,723 -0,480237 -1,509 364,750 -8,263 366,259 -6,000 -3,00 365,887 366,439 -0,552 -3,00 6,000 366,259 6,644 365,830 -0,429238 -1,298 365,017 -7,947 366,315 -6,000 -3,00 365,996 366,495 -0,499 -3,00 6,000 366,315 6,584 365,925 -0,390239 -0,921 365,450 -7,381 366,371 -6,000 -3,00 366,001 366,551 -0,550 -3,00 6,000 366,371 6,730 365,884 -0,487240 -0,863 365,564 -7,295 366,427 -6,000 -3,00 366,110 366,607 -0,497 -3,00 6,000 366,427 6,759 365,921 -0,506241 -1,058 365,425 -7,587 366,483 -6,000 -3,00 366,099 366,663 -0,564 -3,00 6,000 366,483 6,830 365,930 -0,553242 -1,168 365,371 -7,752 366,539 -6,000 -3,00 366,112 366,719 -0,607 -3,00 6,000 366,539 6,818 365,994 -0,545243 -1,710 364,885 -8,565 366,595 -6,000 -3,00 365,554 366,775 -1,221 -3,00 6,000 366,595 7,825 365,379 -1,216244 -1,508 365,143 -8,262 366,651 -6,000 -3,00 365,800 366,831 -1,031 -3,00 6,000 366,651 7,543 365,622 -1,029245 -0,500 366,207 -6,750 366,707 -6,000 -3,00 366,292 366,887 -0,595 -3,00 6,000 366,707 6,790 366,180 -0,527246 -0,465 366,298 -6,697 366,763 -6,000 -3,00 366,416 366,943 -0,527 -3,00 6,000 366,763 6,668 366,317 -0,446247 -0,449 366,362 -6,673 366,811 -6,000 -3,00 366,523 366,991 -0,468 -3,00 6,000 366,811 6,553 366,442 -0,369248 -0,402 366,442 -6,603 366,844 -6,000 -3,00 366,611 367,024 -0,413 -3,00 6,000 366,844 6,528 366,492 -0,352249 -0,418 366,443 -6,627 366,861 -6,000 -3,00 366,791 367,041 -0,250 -3,00 6,000 366,861 6,375 366,611 -0,250250 -0,334 366,528 -6,501 366,862 -6,000 -3,00 366,927 367,042 -0,115 -3,00 6,000 366,862 6,054 366,826 -0,036251 -0,238 366,610 -6,357 366,848 -6,000 -3,00 366,965 367,028 -0,063 -3,00 6,000 366,848 6,066 366,914 0,066252 -0,266 366,552 -6,399 366,818 -6,000 -3,00 366,892 366,998 -0,106 -3,00 6,000 366,818 6,059 366,779 -0,039253 -0,384 366,389 -6,576 366,773 -6,000 -3,00 366,734 366,953 -0,219 -3,00 6,000 366,773 6,222 366,625 -0,148254 -0,259 366,453 -6,389 366,712 -6,000 -3,00 366,677 366,892 -0,215 -3,00 6,000 366,712 6,146 366,615 -0,097255 -0,328 366,307 -6,492 366,635 -6,000 -3,00 366,551 366,815 -0,264 -3,00 6,000 366,635 6,289 366,442 -0,193256 -0,464 366,079 -6,697 366,543 -6,000 -3,00 366,438 366,723 -0,285 -3,00 6,000 366,543 6,306 366,339 -0,204257 -0,700 365,743 -7,051 366,443 -6,000 -3,00 366,313 366,623 -0,310 -3,00 6,000 366,443 6,371 366,195 -0,248258 -0,599 365,744 -6,899 366,343 -6,000 -3,00 366,178 366,523 -0,345 -3,00 6,000 366,343 6,440 366,049 -0,294259 -0,397 365,846 -6,596 366,243 -6,000 -3,00 366,128 366,423 -0,295 -3,00 6,000 366,243 6,401 365,976 -0,267260 -0,331 365,812 -6,497 366,143 -6,000 -3,00 366,085 366,323 -0,238 -3,00 6,000 366,143 6,405 365,873 -0,270261 -0,291 365,752 -6,436 366,043 -6,000 -3,00 366,071 366,223 -0,152 -3,00 6,000 366,043 6,268 365,864 -0,179Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

16CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 8Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.262 -0,278 365,665 -6,417 365,943 -6,000 -3,00 365,986 366,123 -0,137 -3,00 6,000 365,943 6,163 365,835 -0,108263 -0,251 365,592 -6,376 365,843 -6,000 -3,00 365,815 366,023 -0,208 -3,00 6,000 365,843 6,360 365,603 -0,240264 -0,344 365,399 -6,517 365,743 -6,000 -3,00 365,624 365,923 -0,299 -3,00 6,000 365,743 6,482 365,422 -0,321265 -0,358 365,285 -6,537 365,643 -6,000 -3,00 365,452 365,823 -0,371 -3,00 6,000 365,643 6,587 365,251 -0,392266 -0,454 365,089 -6,680 365,543 -6,000 -3,00 365,241 365,723 -0,482 -3,00 6,000 365,543 6,728 365,058 -0,485267 -0,603 364,840 -6,905 365,443 -6,000 -3,00 365,083 365,623 -0,540 -3,00 6,000 365,443 6,910 364,837 -0,606268 -0,697 364,646 -7,045 365,343 -6,000 -3,00 364,941 365,523 -0,582 -3,00 6,000 365,343 6,865 364,766 -0,577269 -0,755 364,488 -7,133 365,243 -6,000 -3,00 364,671 365,423 -0,752 -3,00 6,000 365,243 6,934 364,620 -0,623270 -1,177 363,966 -7,765 365,143 -6,000 -3,00 364,421 365,323 -0,902 -3,00 6,000 365,143 7,076 364,426 -0,717271 -1,141 363,902 -7,712 365,043 -6,000 -3,00 364,286 365,223 -0,937 -3,00 6,000 365,043 7,113 364,301 -0,742272 -0,890 364,053 -7,335 364,943 -6,000 -3,00 364,234 365,123 -0,889 -3,00 6,000 364,943 7,154 364,174 -0,769273 -0,734 364,109 -7,102 364,843 -6,000 -3,00 364,317 365,023 -0,706 -3,00 6,000 364,843 6,789 364,317 -0,526274 -0,635 364,108 -6,953 364,743 -6,000 -3,00 364,244 364,923 -0,679 -3,00 6,000 364,743 6,869 364,164 -0,579275 -0,806 363,837 -7,209 364,643 -6,000 -3,00 364,124 364,823 -0,699 -3,00 6,000 364,643 7,017 363,965 -0,678276 -0,799 363,744 -7,198 364,543 -6,000 -3,00 363,950 364,723 -0,773 -3,00 6,000 364,543 7,025 363,860 -0,683277 -0,793 363,650 -7,189 364,443 -6,000 -3,00 363,768 364,623 -0,855 -3,00 6,000 364,443 7,210 363,636 -0,807278 -0,908 363,435 -7,362 364,343 -6,000 -3,00 363,571 364,523 -0,952 -3,00 6,000 364,343 7,323 363,461 -0,882279 -0,883 363,360 -7,325 364,243 -6,000 -3,00 363,403 364,423 -1,020 -3,00 6,000 364,243 7,627 363,158 -1,085280 -0,963 363,180 -7,444 364,143 -6,000 -3,00 363,338 364,323 -0,985 -3,00 6,000 364,143 7,679 363,024 -1,119281 -0,971 363,072 -7,457 364,043 -6,000 -3,00 363,238 364,223 -0,985 -3,00 6,000 364,043 7,597 362,978 -1,065282 -1,007 362,936 -7,510 363,943 -6,000 -3,00 363,091 364,123 -1,032 -3,00 6,000 363,943 7,706 362,806 -1,137283 -1,086 362,757 -7,629 363,843 -6,000 -3,00 362,922 364,023 -1,101 -3,00 6,000 363,843 7,789 362,650 -1,193284 -0,955 362,788 -7,433 363,743 -6,000 -3,00 362,897 363,923 -1,026 -3,00 6,000 363,743 7,587 362,685 -1,058285 -0,969 362,674 -7,454 363,643 -6,000 -3,00 362,893 363,823 -0,930 -3,00 6,000 363,643 7,481 362,656 -0,987286 -0,933 362,622 -7,400 363,555 -6,000 -3,00 362,889 363,735 -0,846 -3,00 6,000 363,555 7,421 362,608 -0,947287 -0,663 362,829 -6,994 363,492 -6,000 -3,00 362,943 363,672 -0,729 -3,00 6,000 363,492 7,319 362,613 -0,879288 -0,643 362,810 -6,964 363,453 -6,000 -3,00 363,110 363,633 -0,523 -3,00 6,000 363,453 6,955 362,816 -0,637Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

17CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 9Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.289 -1,030 362,408 -7,546 363,438 -6,000 -3,00 363,091 363,618 -0,527 -3,00 6,000 363,438 6,801 362,904 -0,534290 -0,690 362,758 -7,035 363,448 -6,000 -3,00 363,107 363,628 -0,521 -3,00 6,000 363,448 6,789 362,922 -0,526291 -0,622 362,861 -6,933 363,483 -6,000 -3,00 363,127 363,663 -0,536 -3,00 6,000 363,483 6,754 362,981 -0,502292 -0,643 362,899 -6,964 363,542 -6,000 -3,00 363,148 363,722 -0,574 -3,00 6,000 363,542 6,919 362,929 -0,613293 -0,676 362,949 -7,014 363,625 -6,000 -3,00 363,159 363,805 -0,646 -3,00 6,000 363,625 7,064 362,916 -0,709294 -0,644 363,088 -6,967 363,732 -6,000 -3,00 363,158 363,912 -0,754 -3,00 6,000 363,732 7,102 362,997 -0,735295 -0,799 363,065 -7,199 363,864 -6,000 -3,00 363,221 364,044 -0,823 -3,00 6,000 363,864 7,137 363,106 -0,758296 -1,053 362,968 -7,580 364,021 -6,000 -3,00 363,353 364,201 -0,848 -3,00 6,000 364,021 7,211 363,214 -0,807297 -0,946 363,256 -7,420 364,202 -6,000 -3,00 363,543 364,382 -0,839 -3,00 6,000 364,202 7,287 363,344 -0,858298 -0,958 363,449 -7,437 364,407 -6,000 -3,00 363,753 364,587 -0,834 -3,00 6,000 364,407 7,317 363,529 -0,878299 -0,902 363,735 -7,354 364,637 -6,000 -3,00 364,005 364,817 -0,812 -3,00 6,000 364,637 7,329 363,751 -0,886300 -0,969 363,910 -7,453 364,879 -6,000 -3,00 364,320 365,059 -0,739 -3,00 6,000 364,879 7,220 364,065 -0,814301 -0,871 364,250 -7,307 365,121 -6,000 -3,00 364,565 365,301 -0,736 -3,00 6,000 365,121 7,274 364,272 -0,849302 -0,866 364,497 -7,299 365,363 -6,000 -3,00 364,812 365,543 -0,731 -3,00 6,000 365,363 7,097 364,632 -0,731303 -0,879 364,726 -7,319 365,605 -6,000 -3,00 365,117 365,785 -0,668 -3,00 6,000 365,605 6,996 364,941 -0,664304 -0,801 365,046 -7,201 365,847 -6,000 -3,00 365,451 366,027 -0,576 -3,00 6,000 365,847 6,866 365,270 -0,577305 -0,787 365,302 -7,180 366,089 -6,000 -3,00 365,786 366,269 -0,483 -3,00 6,000 366,089 6,585 365,699 -0,390306 -0,813 365,518 -7,220 366,331 -6,000 -3,00 366,084 366,511 -0,427 -3,00 6,000 366,331 6,470 366,018 -0,313307 -0,722 365,851 -7,083 366,573 -6,000 -3,00 366,309 366,753 -0,444 -3,00 6,000 366,573 6,434 366,284 -0,289308 -0,927 365,888 -7,391 366,815 -6,000 -3,00 366,505 366,995 -0,490 -3,00 6,000 366,815 6,397 366,551 -0,264309 -0,591 366,466 -6,887 367,057 -6,000 -3,00 366,871 367,237 -0,366 -3,00 6,000 367,057 6,435 366,767 -0,290310 -1,206 366,093 -7,810 367,299 -6,000 -3,00 367,099 367,479 -0,380 -3,00 6,000 367,299 6,269 367,120 -0,179311 -0,637 366,904 -6,955 367,541 -6,000 -3,00 367,392 367,721 -0,329 -3,00 6,000 367,541 6,268 367,362 -0,179312 -0,863 366,920 -7,294 367,783 -6,000 -3,00 367,603 367,963 -0,360 -3,00 6,000 367,783 6,098 367,718 -0,065313 -0,631 367,394 -6,947 368,025 -6,000 -3,00 367,924 368,205 -0,281 -3,00 6,000 368,025 6,300 367,825 -0,200314 -0,782 367,485 -7,173 368,267 -6,000 -3,00 368,244 368,447 -0,203 -3,00 6,000 368,267 6,134 368,178 -0,089315 -0,218 368,291 -6,327 368,509 -6,000 -3,00 368,504 368,689 -0,185 -3,00 6,000 368,509 6,152 368,407 -0,102Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

18CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 10Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.316 -0,649 368,102 -6,973 368,751 -6,000 -3,00 368,757 368,931 -0,174 -3,00 6,000 368,751 6,108 368,679 -0,072317 -0,138 368,855 -6,207 368,993 -6,000 -3,00 369,033 369,173 -0,140 -3,00 6,000 368,993 6,140 368,899 -0,094318 -0,155 369,080 -6,232 369,235 -6,000 -3,00 369,257 369,415 -0,158 -3,00 6,000 369,235 6,017 369,224 -0,011319 -0,163 369,314 -6,245 369,477 -6,000 -3,00 369,456 369,657 -0,201 -3,00 6,000 369,477 6,123 369,395 -0,082320 -0,300 369,402 -6,450 369,702 -6,000 -3,00 369,746 369,882 -0,136 -3,00 6,000 369,702 6,013 369,715 0,013321 -1,629 368,266 -8,443 369,895 -6,000 -3,00 369,931 370,075 -0,144 -3,00 6,000 369,895 6,033 369,928 0,033322 -0,649 369,405 -6,974 370,054 -6,000 -3,00 370,060 370,234 -0,174 -3,00 6,000 370,054 6,223 369,905 -0,149323 -0,264 369,916 -6,396 370,180 -6,000 -3,00 370,163 370,360 -0,197 -3,00 6,000 370,180 6,315 369,970 -0,210324 -0,312 369,962 -6,468 370,274 -6,000 -3,00 370,225 370,454 -0,229 -3,00 6,000 370,274 6,406 370,003 -0,271325 -0,588 369,746 -6,882 370,334 -6,000 -3,00 370,216 370,514 -0,298 -3,00 6,000 370,334 6,605 369,931 -0,403326 -0,448 369,913 -6,672 370,361 -6,000 -3,00 370,088 370,541 -0,453 -3,00 6,000 370,361 6,661 369,920 -0,441327 -0,446 369,909 -6,669 370,355 -6,000 -3,00 370,096 370,535 -0,439 -3,00 6,000 370,355 6,609 369,949 -0,406328 -0,458 369,857 -6,688 370,315 -6,000 -3,00 370,117 370,495 -0,378 -3,00 6,000 370,315 6,400 370,049 -0,266329 -0,316 369,927 -6,473 370,243 -6,000 -3,00 370,121 370,423 -0,302 -3,00 6,000 370,243 6,285 370,053 -0,190330 -0,265 369,873 -6,398 370,138 -6,000 -3,00 369,933 370,318 -0,385 -3,00 6,000 370,138 6,460 369,832 -0,306331 -0,238 369,761 -6,357 369,999 -6,000 -3,00 369,890 370,179 -0,289 -3,00 6,000 369,999 6,183 369,877 -0,122332 -0,651 369,177 -6,976 369,828 -6,000 -3,00 369,725 370,008 -0,283 -3,00 6,000 369,828 6,018 369,816 -0,012333 -0,342 369,281 -6,514 369,623 -6,000 -3,00 369,543 369,803 -0,260 -3,00 6,000 369,623 6,137 369,532 -0,091334 -0,531 368,871 -6,797 369,402 -6,000 -3,00 369,332 369,582 -0,250 -3,00 6,000 369,402 6,290 369,209 -0,193335 -0,373 368,808 -6,559 369,181 -6,000 -3,00 369,033 369,361 -0,328 -3,00 6,000 369,181 6,491 368,854 -0,327336 -0,430 368,530 -6,646 368,960 -6,000 -3,00 368,718 369,140 -0,422 -3,00 6,000 368,960 6,441 368,666 -0,294337 -0,589 368,150 -6,884 368,739 -6,000 -3,00 368,409 368,919 -0,510 -3,00 6,000 368,739 6,607 368,334 -0,405338 -0,599 367,919 -6,898 368,518 -6,000 -3,00 368,182 368,698 -0,516 -3,00 6,000 368,518 6,721 368,037 -0,481339 -0,543 367,754 -6,815 368,297 -6,000 -3,00 367,931 368,477 -0,546 -3,00 6,000 368,297 6,776 367,780 -0,517340 -0,599 367,477 -6,899 368,076 -6,000 -3,00 367,680 368,256 -0,576 -3,00 6,000 368,076 6,841 367,515 -0,561341 -0,605 367,250 -6,908 367,855 -6,000 -3,00 367,399 368,035 -0,636 -3,00 6,000 367,855 6,930 367,235 -0,620342 -0,730 366,913 -7,095 367,643 -6,000 -3,00 367,131 367,823 -0,692 -3,00 6,000 367,643 7,046 366,946 -0,697Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

19CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 11Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.343 -0,850 366,599 -7,275 367,449 -6,000 -3,00 366,823 367,629 -0,806 -3,00 6,000 367,449 7,417 366,504 -0,945344 -0,879 366,394 -7,319 367,273 -6,000 -3,00 366,547 367,453 -0,906 -3,00 6,000 367,273 7,154 366,504 -0,769345 -0,841 366,274 -7,261 367,115 -6,000 -3,00 366,333 367,295 -0,962 -3,00 6,000 367,115 7,308 366,243 -0,872346 -0,816 366,159 -7,224 366,975 -6,000 -3,00 366,140 367,155 -1,015 -3,00 6,000 366,975 7,363 366,066 -0,909347 -1,082 365,771 -7,623 366,853 -6,000 -3,00 365,964 367,033 -1,069 -3,00 6,000 366,853 7,561 365,812 -1,041348 -1,145 365,705 -7,718 366,850 -6,000 -3,00 365,931 367,030 -1,099 -3,00 6,000 366,850 7,738 365,691 -1,159349 -1,195 365,569 -7,793 366,764 -6,000 -3,00 365,832 366,944 -1,112 -3,00 6,000 366,764 7,794 365,568 -1,196350 -1,299 365,397 -7,949 366,696 -6,000 -3,00 365,680 366,876 -1,196 -3,00 6,000 366,696 7,827 365,478 -1,218351 -1,274 365,373 -7,911 366,647 -6,000 -3,00 365,797 366,827 -1,030 -3,00 6,000 366,647 7,799 365,447 -1,200352 -1,258 365,357 -7,887 366,615 -6,000 -3,00 365,798 366,795 -0,997 -3,00 6,000 366,615 7,431 365,661 -0,954353 -1,432 365,170 -8,148 366,602 -6,000 -3,00 365,821 366,782 -0,961 -3,00 6,000 366,602 7,356 365,698 -0,904354 -1,296 365,310 -7,944 366,606 -6,000 -3,00 365,833 366,786 -0,953 -3,00 6,000 366,606 7,470 365,626 -0,980355 -1,336 365,293 -8,005 366,629 -6,000 -3,00 365,695 366,809 -1,114 -3,00 6,000 366,629 7,917 365,351 -1,278356 -1,189 365,481 -7,783 366,670 -6,000 -3,00 365,739 366,850 -1,111 -3,00 6,000 366,670 7,984 365,347 -1,323357 -1,261 365,467 -7,892 366,728 -6,000 -3,00 365,702 366,908 -1,206 -3,00 6,000 366,728 7,599 365,662 -1,066358 -1,361 365,444 -8,042 366,805 -6,000 -3,00 365,744 366,985 -1,241 -3,00 6,000 366,805 7,715 365,662 -1,143359 -1,216 365,684 -7,824 366,900 -6,000 -3,00 365,850 367,080 -1,230 -3,00 6,000 366,900 7,997 365,569 -1,331360 -1,190 365,823 -7,785 367,013 -6,000 -3,00 365,969 367,193 -1,224 -3,00 6,000 367,013 7,962 365,705 -1,308361 -1,188 365,956 -7,783 367,144 -6,000 -3,00 366,135 367,324 -1,189 -3,00 6,000 367,144 7,865 365,901 -1,243362 -1,300 365,984 -7,950 367,284 -6,000 -3,00 366,225 367,464 -1,239 -3,00 6,000 367,284 7,844 366,054 -1,230363 -1,337 366,087 -8,006 367,424 -6,000 -3,00 366,328 367,604 -1,276 -3,00 6,000 367,424 7,865 366,181 -1,243364 -1,263 366,301 -7,894 367,564 -6,000 -3,00 366,518 367,744 -1,226 -3,00 6,000 367,564 7,731 366,410 -1,154365 -1,114 366,590 -7,671 367,704 -6,000 -3,00 366,698 367,884 -1,186 -3,00 6,000 367,704 7,618 366,625 -1,079366 -0,998 366,846 -7,497 367,844 -6,000 -3,00 366,907 368,024 -1,117 -3,00 6,000 367,844 7,514 366,835 -1,009367 -1,014 366,970 -7,521 367,984 -6,000 -3,00 367,113 368,164 -1,051 -3,00 6,000 367,984 7,485 366,994 -0,990368 -0,929 367,195 -7,393 368,124 -6,000 -3,00 367,348 368,304 -0,956 -3,00 6,000 368,124 7,460 367,151 -0,973369 -0,677 367,587 -7,016 368,264 -6,000 -3,00 367,615 368,444 -0,829 -3,00 6,000 368,264 7,305 367,394 -0,870Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

20CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 12Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.370 -0,700 367,704 -7,050 368,404 -6,000 -3,00 367,806 368,584 -0,778 -3,00 6,000 368,404 7,118 367,658 -0,746371 -0,776 367,768 -7,164 368,544 -6,000 -3,00 367,968 368,724 -0,756 -3,00 6,000 368,544 7,096 367,814 -0,730372 -0,473 368,211 -6,710 368,684 -6,000 -3,00 368,275 368,864 -0,589 -3,00 6,000 368,684 7,026 368,000 -0,684373 -0,355 368,469 -6,533 368,824 -6,000 -3,00 368,516 369,004 -0,488 -3,00 6,000 368,824 6,813 368,282 -0,542374 -0,325 368,639 -6,488 368,964 -6,000 -3,00 368,712 369,144 -0,432 -3,00 6,000 368,964 6,716 368,487 -0,477375 -0,334 368,770 -6,501 369,104 -6,000 -3,00 368,820 369,284 -0,464 -3,00 6,000 369,104 6,628 368,686 -0,418376 -0,357 368,887 -6,536 369,244 -6,000 -3,00 369,030 369,424 -0,394 -3,00 6,000 369,244 6,577 368,859 -0,385377 -0,312 369,072 -6,467 369,384 -6,000 -3,00 369,286 369,564 -0,278 -3,00 6,000 369,384 6,442 369,089 -0,295378 -0,473 369,051 -6,709 369,524 -6,000 -3,00 369,322 369,704 -0,382 -3,00 6,000 369,524 6,443 369,229 -0,295379 -0,245 369,419 -6,367 369,664 -6,000 -3,00 369,528 369,844 -0,316 -3,00 6,000 369,664 6,399 369,398 -0,266380 -0,161 369,643 -6,242 369,804 -6,000 -3,00 369,721 369,984 -0,263 -3,00 6,000 369,804 6,316 369,593 -0,211381 -0,142 369,802 -6,213 369,944 -6,000 -3,00 369,839 370,124 -0,285 -3,00 6,000 369,944 6,347 369,713 -0,231382 -0,119 369,965 -6,178 370,084 -6,000 -3,00 369,993 370,264 -0,271 -3,00 6,000 370,084 6,339 369,858 -0,226383 -0,195 370,029 -6,292 370,224 -6,000 -3,00 370,109 370,404 -0,295 -3,00 6,000 370,224 6,421 369,943 -0,281384 -0,366 369,963 -6,548 370,329 -6,000 -3,00 370,094 370,509 -0,415 -3,00 6,000 370,329 6,494 370,000 -0,329385 -0,494 369,870 -6,742 370,364 -6,000 -3,00 370,154 370,544 -0,390 -3,00 6,000 370,364 6,527 370,013 -0,351386 -0,409 369,920 -6,613 370,329 -6,000 -3,00 370,115 370,509 -0,394 -3,00 6,000 370,329 6,456 370,025 -0,304387 -0,226 369,998 -6,339 370,224 -6,000 -3,00 370,062 370,404 -0,342 -3,00 6,000 370,224 6,290 370,030 -0,194388 -0,141 369,908 -6,212 370,049 -6,000 -3,00 369,990 370,229 -0,239 -3,00 6,000 370,049 6,255 369,879 -0,170389 -0,285 369,519 -6,427 369,804 -6,000 -3,00 369,619 369,984 -0,365 -3,00 6,000 369,804 6,552 369,436 -0,368390 -0,236 369,253 -6,354 369,489 -6,000 -3,00 369,234 369,669 -0,435 -3,00 6,000 369,489 6,465 369,179 -0,310391 -0,342 368,762 -6,513 369,104 -6,000 -3,00 368,889 369,284 -0,395 -3,00 6,000 369,104 6,439 368,811 -0,293392 -0,177 368,472 -6,265 368,649 -6,000 -3,00 368,385 368,829 -0,444 -3,00 6,000 368,649 6,473 368,334 -0,315393 0,113 368,237 -6,113 368,124 -6,000 -3,00 367,932 368,304 -0,372 -3,00 6,000 368,124 6,303 367,922 -0,202394 -0,022 367,542 -6,033 367,564 -6,000 -3,00 367,364 367,744 -0,380 -3,00 6,000 367,564 6,355 367,327 -0,237395 -0,188 366,816 -6,282 367,004 -6,000 -3,00 366,663 367,184 -0,521 -3,00 6,000 367,004 6,536 366,647 -0,357396 -0,165 366,279 -6,247 366,444 -6,000 -3,00 366,032 366,624 -0,592 -3,00 6,000 366,444 6,610 366,038 -0,406Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

21CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 13Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.397 -0,255 365,629 -6,383 365,884 -6,000 -3,00 365,390 366,064 -0,674 -3,00 6,000 365,884 6,668 365,439 -0,445398 -0,591 364,733 -6,886 365,324 -6,000 -3,00 364,692 365,504 -0,812 -3,00 6,000 365,324 6,773 364,809 -0,515399 -0,698 364,066 -7,047 364,764 -6,000 -3,00 364,071 364,944 -0,873 -3,00 6,000 364,764 6,948 364,132 -0,632400 -0,629 363,575 -6,944 364,204 -6,000 -3,00 363,503 364,384 -0,881 -3,00 6,000 364,204 7,063 363,496 -0,708401 -0,673 362,971 -7,010 363,644 -6,000 -3,00 362,907 363,824 -0,917 -3,00 6,000 363,644 7,072 362,929 -0,715402 -0,803 362,281 -7,205 363,084 -6,000 -3,00 362,378 363,264 -0,886 -3,00 6,000 363,084 7,031 362,397 -0,687403 -0,654 361,870 -6,981 362,524 -6,000 -3,00 361,955 362,704 -0,749 -3,00 6,000 362,524 6,824 361,974 -0,550404 -0,260 361,704 -6,390 361,964 -6,000 -3,00 361,507 362,144 -0,637 -3,00 6,000 361,964 6,613 361,555 -0,409405 -0,201 361,203 -6,302 361,404 -6,000 -3,00 360,985 361,584 -0,599 -3,00 6,000 361,404 6,547 361,039 -0,365406 -0,217 360,627 -6,325 360,844 -6,000 -3,00 360,407 361,024 -0,617 -3,00 6,000 360,844 6,560 360,471 -0,373407 -0,519 359,765 -6,778 360,284 -6,000 -3,00 360,002 360,464 -0,462 -3,00 6,000 360,284 6,354 360,048 -0,236408 -0,099 359,625 -6,149 359,724 -6,000 -3,00 359,650 359,904 -0,254 -3,00 6,000 359,724 6,111 359,650 -0,074409 0,105 359,269 -6,105 359,164 -6,000 -3,00 359,121 359,344 -0,223 -3,00 6,000 359,164 6,124 359,081 -0,083410 0,037 358,641 -6,037 358,604 -6,000 -3,00 358,555 358,784 -0,229 -3,00 6,000 358,604 6,212 358,463 -0,141411 -0,224 357,820 -6,337 358,044 -6,000 -3,00 357,963 358,224 -0,261 -3,00 6,000 358,044 6,173 357,929 -0,115412 -0,411 357,073 -6,617 357,484 -6,000 -3,00 357,331 357,664 -0,333 -3,00 6,000 357,484 6,273 357,302 -0,182413 -0,361 356,563 -6,542 356,924 -6,000 -3,00 356,749 357,104 -0,355 -3,00 6,000 356,924 6,306 356,720 -0,204414 -0,273 356,076 -6,410 356,349 -6,000 -3,00 356,178 356,529 -0,351 -3,00 6,000 356,349 6,361 356,109 -0,240415 -0,233 355,511 -6,350 355,744 -6,000 -3,00 355,556 355,924 -0,368 -3,00 6,000 355,744 6,450 355,444 -0,300416 -0,210 354,899 -6,314 355,109 -6,000 -3,00 354,889 355,289 -0,400 -3,00 6,000 355,109 6,282 354,921 -0,188417 -0,163 354,281 -6,244 354,444 -6,000 -3,00 354,419 354,624 -0,205 -3,00 6,000 354,444 6,183 354,322 -0,122418 0,083 353,832 -6,083 353,749 -6,000 -3,00 353,585 353,929 -0,344 -3,00 6,000 353,749 6,257 353,577 -0,172419 -0,078 352,946 -6,116 353,024 -6,000 -3,00 352,758 353,204 -0,446 -3,00 6,000 353,024 6,337 352,799 -0,225420 -0,015 352,254 -6,023 352,269 -6,000 -3,00 352,062 352,449 -0,387 -3,00 6,000 352,269 6,291 352,075 -0,194421 -0,045 351,439 -6,068 351,484 -6,000 -3,00 351,224 351,664 -0,440 -3,00 6,000 351,484 6,178 351,365 -0,119422 -0,248 350,436 -6,372 350,684 -6,000 -3,00 350,409 350,864 -0,455 -3,00 6,000 350,684 6,297 350,486 -0,198423 0,065 349,949 -6,066 349,884 -6,000 -3,00 349,596 350,064 -0,468 -3,00 6,000 349,884 6,453 349,582 -0,302Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

22CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 14Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.424 -0,203 348,881 -6,305 349,084 -6,000 -3,00 348,640 349,264 -0,624 -3,00 6,000 349,084 6,747 348,586 -0,498425 -0,631 347,653 -6,947 348,284 -6,000 -3,00 347,707 348,464 -0,757 -3,00 6,000 348,284 6,771 347,770 -0,514426 -0,382 347,102 -6,573 347,484 -6,000 -3,00 346,781 347,664 -0,883 -3,00 6,000 347,484 6,801 346,950 -0,534427 -0,594 346,090 -6,891 346,684 -6,000 -3,00 345,977 346,864 -0,887 -3,00 6,000 346,684 6,774 346,168 -0,516428 -0,682 345,202 -7,023 345,884 -6,000 -3,00 345,144 346,064 -0,920 -3,00 6,000 345,884 6,832 345,330 -0,554429 -0,483 344,601 -6,724 345,084 -6,000 -3,00 344,321 345,264 -0,943 -3,00 6,000 345,084 7,002 344,416 -0,668430 -0,624 343,660 -6,936 344,284 -6,000 -3,00 343,394 344,464 -1,070 -3,00 6,000 344,284 7,568 343,238 -1,046431 -0,750 342,734 -7,125 343,484 -6,000 -3,00 342,593 343,664 -1,071 -3,00 6,000 343,484 6,747 342,986 -0,498432 -0,657 342,027 -6,985 342,684 -6,000 -3,00 341,891 342,864 -0,973 -3,00 6,000 342,684 7,008 342,012 -0,672433 -0,924 340,960 -7,385 341,884 -6,000 -3,00 340,978 342,064 -1,086 -3,00 6,000 341,884 7,156 341,114 -0,770434 -0,443 340,641 -6,664 341,084 -6,000 -3,00 340,227 341,264 -1,037 -3,00 6,000 341,084 7,305 340,214 -0,870435 -0,570 339,714 -6,856 340,284 -6,000 -3,00 339,390 340,464 -1,074 -3,00 6,000 340,284 7,208 339,479 -0,805436 -0,529 338,955 -6,794 339,484 -6,000 -3,00 338,588 339,664 -1,076 -3,00 6,000 339,484 7,359 338,578 -0,906437 -0,652 338,032 -6,979 338,684 -6,000 -3,00 337,885 338,864 -0,979 -3,00 6,000 338,684 7,182 337,896 -0,788438 -0,724 337,160 -7,086 337,884 -6,000 -3,00 337,213 338,064 -0,851 -3,00 6,000 337,884 7,161 337,110 -0,774439 -0,460 336,624 -6,690 337,084 -6,000 -3,00 336,482 337,264 -0,782 -3,00 6,000 337,084 7,236 336,260 -0,824440 -0,504 335,780 -6,756 336,284 -6,000 -3,00 335,642 336,464 -0,822 -3,00 6,000 336,284 7,018 335,605 -0,679441 -0,480 335,004 -6,719 335,484 -6,000 -3,00 334,825 335,664 -0,839 -3,00 6,000 335,484 7,061 334,777 -0,707442 -0,540 334,144 -6,809 334,684 -6,000 -3,00 334,074 334,864 -0,790 -3,00 6,000 334,684 7,195 333,888 -0,796443 -0,199 333,685 -6,299 333,884 -6,000 -3,00 333,427 334,064 -0,637 -3,00 6,000 333,884 6,876 333,300 -0,584444 -0,225 332,859 -6,337 333,084 -6,000 -3,00 332,742 333,264 -0,522 -3,00 6,000 333,084 6,616 332,673 -0,411445 -0,023 332,261 -6,034 332,284 -6,000 -3,00 332,089 332,464 -0,375 -3,00 6,000 332,284 6,252 332,116 -0,168446 0,106 331,590 -6,106 331,484 -6,000 -3,00 331,391 331,664 -0,273 -3,00 6,000 331,484 6,404 331,215 -0,269447 0,141 330,825 -6,141 330,684 -6,000 -3,00 330,658 330,864 -0,206 -3,00 6,000 330,684 6,199 330,551 -0,133448 0,275 330,159 -6,275 329,884 -6,000 -3,00 329,933 330,064 -0,131 -3,00 6,000 329,884 6,042 329,926 0,042449 0,055 329,157 -6,055 329,102 -6,000 -3,00 329,428 329,282 0,146 -3,00 6,000 329,102 6,242 329,344 0,242450 0,242 328,596 -6,243 328,354 -6,000 -3,00 328,817 328,534 0,283 -3,00 6,000 328,354 6,296 328,650 0,296Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

23CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 15Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.451 0,222 327,864 -6,222 327,642 -6,000 -3,00 328,087 327,822 0,265 -3,00 6,000 327,642 6,402 328,044 0,402452 0,311 327,275 -6,311 326,964 -6,000 -3,00 327,500 327,144 0,356 -3,00 6,000 326,964 6,441 327,405 0,441453 0,380 326,702 -6,380 326,322 -6,000 -3,00 326,857 326,502 0,355 -3,00 6,000 326,322 6,573 326,895 0,573454 0,158 325,873 -6,159 325,715 -6,000 -3,00 326,124 325,895 0,229 -3,00 6,000 325,715 6,403 326,118 0,403455 -0,067 325,075 -6,101 325,142 -6,000 -3,00 325,370 325,322 0,048 -3,00 6,000 325,142 6,388 325,530 0,388456 -0,180 324,425 -6,270 324,605 -6,000 -3,00 324,716 324,785 -0,069 -3,00 6,000 324,605 6,041 324,646 0,041457 -0,402 323,701 -6,604 324,103 -6,000 -3,00 323,982 324,283 -0,301 -3,00 6,000 324,103 6,191 323,976 -0,127458 -0,589 323,047 -6,884 323,636 -6,000 -3,00 323,437 323,816 -0,379 -3,00 6,000 323,636 6,328 323,417 -0,219459 -1,000 322,203 -7,500 323,203 -6,000 -3,00 322,874 323,383 -0,509 -3,00 6,000 323,203 6,518 322,857 -0,346460 -0,774 322,032 -7,161 322,806 -6,000 -3,00 322,347 322,986 -0,639 -3,00 6,000 322,806 6,663 322,364 -0,442461 -0,924 321,520 -7,386 322,444 -6,000 -3,00 321,874 322,624 -0,750 -3,00 6,000 322,444 6,755 321,941 -0,503462 -1,043 321,074 -7,565 322,117 -6,000 -3,00 321,487 322,297 -0,810 -3,00 6,000 322,117 6,917 321,506 -0,611463 -0,993 320,832 -7,489 321,825 -6,000 -3,00 321,165 322,005 -0,840 -3,00 6,000 321,825 7,120 321,078 -0,747464 -0,857 320,711 -7,286 321,568 -6,000 -3,00 320,926 321,748 -0,822 -3,00 6,000 321,568 6,975 320,918 -0,650465 -0,881 320,448 -7,322 321,329 -6,000 -3,00 320,725 321,509 -0,784 -3,00 6,000 321,329 7,139 320,570 -0,759466 -0,959 320,130 -7,439 321,089 -6,000 -3,00 320,558 321,269 -0,711 -3,00 6,000 321,089 6,988 320,431 -0,658467 -0,584 320,266 -6,876 320,850 -6,000 -3,00 320,555 321,030 -0,475 -3,00 6,000 320,850 6,623 320,435 -0,415468 -0,226 320,384 -6,339 320,610 -6,000 -3,00 320,566 320,790 -0,224 -3,00 6,000 320,610 6,518 320,265 -0,345469 -0,058 320,313 -6,087 320,371 -6,000 -3,00 320,543 320,551 -0,008 -3,00 6,000 320,371 6,009 320,365 -0,006470 0,143 320,274 -6,143 320,131 -6,000 -3,00 320,479 320,311 0,168 -3,00 6,000 320,131 6,249 320,380 0,249471 0,456 320,348 -6,456 319,892 -6,000 -3,00 320,536 320,072 0,464 -3,00 6,000 319,892 6,466 320,358 0,466472 0,851 320,503 -6,852 319,652 -6,000 -3,00 320,713 319,832 0,881 -3,00 6,000 319,652 6,810 320,462 0,810473 1,057 320,470 -7,058 319,413 -6,000 -3,00 320,779 319,593 1,186 -3,00 6,000 319,413 7,228 320,641 1,228474 1,223 320,396 -7,223 319,173 -6,000 -3,00 320,678 319,353 1,325 -3,00 6,000 319,173 7,133 320,306 1,133475 1,424 320,358 -7,424 318,934 -6,000 -3,00 320,518 319,114 1,404 -3,00 6,000 318,934 7,301 320,235 1,301476 1,423 320,117 -7,423 318,694 -6,000 -3,00 320,237 318,874 1,363 -3,00 6,000 318,694 7,394 320,088 1,394477 1,012 319,467 -7,012 318,455 -6,000 -3,00 319,743 318,635 1,108 -3,00 6,000 318,455 7,145 319,600 1,145Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

24CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 16Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.478 0,981 319,196 -6,981 318,215 -6,000 -3,00 319,227 318,395 0,832 -3,00 6,000 318,215 6,726 318,941 0,726479 0,691 318,667 -6,691 317,976 -6,000 -3,00 318,765 318,156 0,609 -3,00 6,000 317,976 6,465 318,441 0,465480 0,269 317,969 -6,270 317,700 -6,000 -3,00 318,183 317,880 0,303 -3,00 6,000 317,700 6,097 317,797 0,097481 0,072 317,426 -6,072 317,354 -6,000 -3,00 317,583 317,534 0,049 -3,00 6,000 317,354 6,868 316,776 -0,578482 -0,001 316,936 -6,002 316,937 -6,000 -3,00 317,124 317,117 0,007 -3,00 6,000 316,937 6,781 316,416 -0,521483 0,117 316,566 -6,117 316,449 -6,000 -3,00 316,672 316,629 0,043 -3,00 6,000 316,449 6,012 316,460 0,011484 0,371 316,261 -6,371 315,890 -6,000 -3,00 316,343 316,070 0,273 -3,00 6,000 315,890 6,273 316,162 0,272485 0,637 315,897 -6,637 315,260 -6,000 -3,00 316,077 315,440 0,637 -3,00 6,000 315,260 6,616 315,876 0,616486 1,062 315,622 -7,062 314,560 -6,000 -2,97 315,737 314,738 0,999 -3,00 6,000 314,558 6,967 315,525 0,967487 1,450 315,334 -7,450 313,884 -6,000 -1,37 315,212 313,966 1,246 -3,00 6,000 313,786 7,296 315,082 1,296488 1,496 314,632 -7,496 313,136 -6,000 0,23 314,452 313,122 1,330 -3,00 6,000 312,942 7,363 314,305 1,363488+6,151 1,497 314,389 -7,497 312,892 -6,000 0,72 314,230 312,849 1,381 -3,00 6,000 312,669 7,369 314,038 1,369489 1,064 313,382 -7,064 312,318 -6,000 1,83 313,586 312,208 1,378 -3,00 6,000 312,028 7,297 313,325 1,297490 0,808 312,258 -6,808 311,450 -6,000 3,20 312,569 311,258 1,311 -3,20 6,000 311,066 7,233 312,299 1,233491 0,659 311,176 -6,659 310,517 -6,000 3,20 311,523 310,325 1,198 -3,20 6,000 310,133 7,141 311,274 1,141492 0,320 310,026 -6,320 309,706 -6,000 3,20 310,358 309,514 0,844 -3,20 6,000 309,322 6,981 310,303 0,981493 -0,059 308,975 -6,089 309,034 -6,000 3,20 309,298 308,842 0,456 -3,20 6,000 308,650 6,806 309,456 0,806494 -0,465 308,036 -6,697 308,501 -6,000 3,20 308,186 308,309 -0,123 -3,20 6,000 308,117 6,014 308,131 0,014495 -1,231 306,876 -7,846 308,107 -6,000 3,20 306,849 307,915 -1,066 -3,20 6,000 307,723 7,158 306,951 -0,772496 -2,497 305,355 -9,745 307,852 -6,000 3,20 305,618 307,660 -2,042 -3,20 6,000 307,468 9,269 305,289 -2,179497 -3,806 303,930 -11,710 307,736 -6,000 3,20 304,814 307,544 -2,730 -3,20 6,000 307,352 11,407 303,747 -3,605497+15,000 -4,663 303,078 -12,994 307,741 -6,000 3,20 304,207 307,549 -3,342 -3,20 6,000 307,357 12,514 303,014 -4,343498 -5,019 302,772 -14,528 307,791 -7,000 3,20 303,284 307,567 -4,283 -3,20 7,000 307,343 15,218 301,864 -5,479499 -7,801 300,152 -18,702 307,953 -7,000 3,20 303,382 307,729 -4,347 -3,20 7,000 307,505 14,036 302,814 -4,691499+6,000 -5,065 302,932 -13,598 307,997 -6,000 3,20 304,338 307,805 -3,467 -3,20 6,000 307,613 11,826 303,729 -3,884500 -3,812 304,410 -11,719 308,222 -6,000 3,20 304,977 308,030 -3,053 -3,20 6,000 307,838 10,340 304,945 -2,893501 -2,605 306,057 -9,908 308,662 -6,000 3,20 306,227 308,470 -2,243 -3,20 6,000 308,278 8,356 306,707 -1,571Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

25CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 17Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.502 -1,917 307,324 -8,876 309,241 -6,000 3,20 307,266 309,049 -1,783 -3,20 6,000 308,857 7,414 307,914 -0,943503 -1,355 308,604 -8,033 309,959 -6,000 3,20 308,477 309,767 -1,290 -3,20 6,000 309,575 6,522 309,227 -0,348504 -0,755 310,061 -7,132 310,816 -6,000 3,20 309,797 310,624 -0,827 -3,20 6,000 310,432 6,032 310,411 -0,021505 -0,813 310,999 -7,220 311,812 -6,000 3,20 311,158 311,620 -0,462 -3,20 6,000 311,428 6,522 311,080 -0,348506 -0,778 312,169 -7,168 312,947 -6,000 3,20 312,246 312,755 -0,509 -3,20 6,000 312,563 6,199 312,430 -0,133507 -0,808 313,396 -7,212 314,204 -6,000 3,20 313,192 314,012 -0,820 -3,20 6,000 313,820 6,604 313,417 -0,403508 -1,198 314,278 -7,797 315,476 -6,000 3,17 314,618 315,286 -0,668 -3,17 6,000 315,096 6,825 314,546 -0,550509 -0,108 316,546 -6,163 316,654 -6,000 1,57 316,129 316,560 -0,431 -3,00 6,000 316,380 7,207 315,576 -0,804509+10,636 0,575 317,856 -6,575 317,281 -6,000 0,72 316,952 317,238 -0,286 -3,00 6,000 317,058 7,361 316,151 -0,907510 0,118 317,950 -6,118 317,832 -6,000 -0,03 317,732 317,834 -0,102 -3,00 6,000 317,654 6,111 317,580 -0,074511 0,268 319,233 -6,269 318,965 -6,000 -1,63 319,101 319,063 0,038 -3,00 6,000 318,883 6,114 318,997 0,114512 0,055 320,077 -6,056 320,022 -6,000 -3,00 320,305 320,202 0,103 -3,00 6,000 320,022 6,128 320,150 0,128513 0,361 321,432 -6,361 321,071 -6,000 -3,00 321,585 321,251 0,334 -3,00 6,000 321,071 6,364 321,435 0,364514 0,600 322,630 -6,600 322,030 -6,000 -3,00 322,739 322,210 0,529 -3,00 6,000 322,030 7,080 323,110 1,080515 1,960 324,859 -7,960 322,899 -6,000 -3,00 323,700 323,079 0,621 -3,00 6,000 322,899 7,696 324,595 1,696516 0,590 324,268 -6,590 323,678 -6,000 -3,00 324,548 323,858 0,690 -3,00 6,000 323,678 6,912 324,590 0,912517 1,770 326,137 -7,770 324,367 -6,000 -3,00 325,396 324,547 0,849 -3,00 6,000 324,367 7,055 325,422 1,055518 1,956 326,922 -7,956 324,966 -6,000 -3,00 326,246 325,146 1,100 -3,00 6,000 324,966 7,810 326,776 1,810519 1,430 326,905 -7,430 325,475 -6,000 -3,00 326,925 325,655 1,270 -3,00 6,000 325,475 7,457 326,932 1,457520 1,323 327,217 -7,323 325,894 -6,000 -3,00 327,368 326,074 1,294 -3,00 6,000 325,894 7,352 327,246 1,352521 1,140 327,363 -7,140 326,223 -6,000 -3,00 327,671 326,403 1,268 -3,00 6,000 326,223 7,313 327,536 1,313522 1,013 327,475 -7,013 326,462 -6,000 -3,00 327,863 326,642 1,221 -3,00 6,000 326,462 7,343 327,805 1,343523 1,009 327,665 -7,009 326,656 -6,000 -3,00 328,043 326,836 1,207 -3,00 6,000 326,656 7,231 327,887 1,231524 0,834 327,684 -6,834 326,850 -6,000 -3,00 328,148 327,030 1,118 -3,00 6,000 326,850 7,062 327,912 1,062525 0,636 327,680 -6,636 327,044 -6,000 -3,00 328,091 327,224 0,867 -3,00 6,000 327,044 6,953 327,997 0,953526 0,533 327,771 -6,533 327,238 -6,000 -3,00 328,030 327,418 0,612 -3,00 6,000 327,238 6,699 327,937 0,699527 0,611 328,043 -6,611 327,432 -6,000 -3,00 328,084 327,612 0,472 -3,00 6,000 327,432 6,487 327,919 0,487Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

26CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 18Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.528 0,343 327,969 -6,343 327,626 -6,000 -3,00 328,112 327,806 0,306 -3,00 6,000 327,626 6,296 327,922 0,296529 0,117 327,937 -6,117 327,820 -6,000 -3,00 328,179 328,000 0,179 -3,00 6,000 327,820 6,169 327,989 0,169530 0,137 328,151 -6,137 328,014 -6,000 -3,00 328,329 328,194 0,135 -3,00 6,000 328,014 6,917 327,403 -0,611531 -0,013 328,195 -6,020 328,208 -6,000 -3,00 328,443 328,388 0,055 -3,00 6,000 328,208 6,569 327,829 -0,379532 -0,795 327,607 -7,193 328,402 -6,000 -3,00 328,416 328,582 -0,166 -3,00 6,000 328,402 7,033 327,713 -0,689533 -1,508 327,088 -8,263 328,596 -6,000 -3,00 328,515 328,776 -0,261 -3,00 6,000 328,596 7,777 327,411 -1,185534 -1,502 327,288 -8,252 328,790 -6,000 -3,00 328,748 328,970 -0,222 -3,00 6,000 328,790 7,962 327,482 -1,308535 -1,780 327,204 -8,670 328,984 -6,000 -3,00 328,892 329,164 -0,272 -3,00 6,000 328,984 6,566 328,607 -0,377536 -1,813 327,365 -8,719 329,178 -6,000 -3,00 328,942 329,358 -0,416 -3,00 6,000 329,178 8,349 327,612 -1,566537 -2,020 327,352 -9,029 329,372 -6,000 -3,00 329,000 329,552 -0,552 -3,00 6,000 329,372 8,635 327,615 -1,757538 -1,702 327,864 -8,553 329,566 -6,000 -3,00 329,177 329,746 -0,569 -3,00 6,000 329,566 7,559 328,526 -1,040539 -1,426 328,334 -8,139 329,760 -6,000 -3,00 329,525 329,940 -0,415 -3,00 6,000 329,760 6,844 329,197 -0,563540 -0,557 329,397 -6,835 329,954 -6,000 -3,00 329,766 330,134 -0,368 -3,00 6,000 329,954 6,878 329,369 -0,585541 -0,402 329,746 -6,603 330,148 -6,000 -3,00 329,933 330,328 -0,395 -3,00 6,000 330,148 6,551 329,781 -0,367542 -0,382 329,960 -6,573 330,342 -6,000 -3,00 330,225 330,522 -0,297 -3,00 6,000 330,342 6,488 330,017 -0,325543 -0,234 330,302 -6,351 330,536 -6,000 -3,00 330,461 330,716 -0,255 -3,00 6,000 330,536 6,481 330,216 -0,320544 -0,161 330,569 -6,241 330,730 -6,000 -3,00 330,726 330,910 -0,184 -3,00 6,000 330,730 6,302 330,529 -0,201545 -0,160 330,764 -6,240 330,924 -6,000 -3,00 330,968 331,104 -0,136 -3,00 6,000 330,924 6,230 330,771 -0,153546 -0,264 330,854 -6,397 331,118 -6,000 -3,00 331,158 331,298 -0,140 -3,00 6,000 331,118 6,234 330,962 -0,156547 -0,278 331,034 -6,417 331,312 -6,000 -3,00 331,296 331,492 -0,196 -3,00 6,000 331,312 6,185 331,189 -0,123548 -0,261 331,245 -6,391 331,506 -6,000 -3,00 331,478 331,686 -0,208 -3,00 6,000 331,506 6,674 331,056 -0,450549 -0,229 331,471 -6,343 331,700 -6,000 -3,00 331,731 331,880 -0,149 -3,00 6,000 331,700 6,271 331,519 -0,181550 -0,174 331,720 -6,261 331,894 -6,000 -3,00 331,973 332,074 -0,101 -3,00 6,000 331,894 7,040 331,200 -0,694551 -0,145 331,961 -6,217 332,106 -6,000 -3,00 332,135 332,286 -0,151 -3,00 6,000 332,106 6,256 331,936 -0,170552 -0,277 332,077 -6,416 332,354 -6,000 -3,00 332,274 332,534 -0,260 -3,00 6,000 332,354 6,680 331,901 -0,453553 -0,282 332,357 -6,422 332,639 -6,000 -3,00 332,558 332,819 -0,261 -3,00 6,000 332,639 6,394 332,376 -0,263554 -0,309 332,650 -6,463 332,959 -6,000 -3,00 332,871 333,139 -0,268 -3,00 6,000 332,959 6,788 332,434 -0,525Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

27CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 19Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.555 -0,359 332,957 -6,539 333,316 -6,000 -3,00 333,206 333,496 -0,290 -3,00 6,000 333,316 6,619 332,903 -0,413556 -0,446 333,263 -6,668 333,709 -6,000 -3,00 333,500 333,889 -0,389 -3,00 6,000 333,709 6,651 333,275 -0,434557 -0,572 333,566 -6,859 334,138 -6,000 -3,00 333,781 334,318 -0,537 -3,00 6,000 334,138 6,750 333,638 -0,500558 -0,487 334,116 -6,730 334,603 -6,000 -3,00 334,216 334,783 -0,567 -3,00 6,000 334,603 6,703 334,135 -0,468559 -0,508 334,597 -6,762 335,105 -6,000 -3,00 334,669 335,285 -0,616 -3,00 6,000 335,105 6,478 334,786 -0,319560 -0,448 335,194 -6,672 335,642 -6,000 -3,00 335,266 335,822 -0,556 -3,00 6,000 335,642 6,842 335,081 -0,561561 -0,462 335,754 -6,693 336,216 -6,000 -3,00 335,831 336,396 -0,565 -3,00 6,000 336,216 6,738 335,724 -0,492562 -0,547 336,279 -6,820 336,826 -6,000 -3,00 336,408 337,006 -0,598 -3,00 6,000 336,826 7,278 335,974 -0,852563 -0,598 336,856 -6,897 337,454 -6,000 -3,00 337,061 337,634 -0,573 -3,00 6,000 337,454 6,820 336,908 -0,546564 -0,458 337,624 -6,687 338,082 -6,000 -3,00 337,776 338,262 -0,486 -3,00 6,000 338,082 7,002 337,414 -0,668565 -0,336 338,374 -6,504 338,710 -6,000 -3,00 338,460 338,890 -0,430 -3,00 6,000 338,710 6,758 338,205 -0,505566 -0,365 338,973 -6,547 339,338 -6,000 -3,00 339,085 339,518 -0,433 -3,00 6,000 339,338 6,861 338,764 -0,574567 -0,379 339,587 -6,568 339,966 -6,000 -3,00 339,764 340,146 -0,382 -3,00 6,000 339,966 6,424 339,683 -0,283568 -0,294 340,300 -6,440 340,594 -6,000 -3,00 340,442 340,774 -0,332 -3,00 6,000 340,594 6,427 340,309 -0,285569 -0,097 341,125 -6,145 341,222 -6,000 -3,00 341,212 341,402 -0,190 -3,00 6,000 341,222 7,410 340,282 -0,940570 -0,030 341,820 -6,046 341,850 -6,000 -3,00 341,969 342,030 -0,061 -3,00 6,000 341,850 6,251 341,683 -0,167571 0,105 342,583 -6,105 342,478 -6,000 -3,00 342,698 342,658 0,040 -3,00 6,000 342,478 6,075 342,553 0,075572 0,047 343,153 -6,047 343,106 -6,000 -3,00 343,250 343,286 -0,036 -3,00 6,000 343,106 6,183 342,984 -0,122573 -0,095 343,639 -6,143 343,734 -6,000 -3,00 343,808 343,914 -0,106 -3,00 6,000 343,734 6,260 343,560 -0,174574 0,010 344,372 -6,010 344,362 -6,000 -3,00 344,461 344,542 -0,081 -3,00 6,000 344,362 6,230 344,209 -0,153575 0,057 345,047 -6,057 344,990 -6,000 -3,00 345,055 345,170 -0,115 -3,00 6,000 344,990 6,324 344,774 -0,216576 0,035 345,653 -6,035 345,618 -6,000 -3,00 345,757 345,798 -0,041 -3,00 6,000 345,618 6,161 345,511 -0,107577 0,032 346,278 -6,032 346,246 -6,000 -3,00 346,295 346,426 -0,131 -3,00 6,000 346,246 6,024 346,270 0,024578 0,030 346,904 -6,030 346,874 -6,000 -3,00 347,053 347,054 -0,001 -3,00 6,000 346,874 6,018 346,862 -0,012579 -0,060 347,442 -6,089 347,502 -6,000 -3,00 347,559 347,682 -0,123 -3,00 6,000 347,502 6,292 347,307 -0,195580 -0,108 348,022 -6,163 348,130 -6,000 -3,00 348,168 348,310 -0,142 -3,00 6,000 348,130 6,029 348,111 -0,019581 -0,075 348,683 -6,113 348,758 -6,000 -3,00 348,777 348,938 -0,161 -3,00 6,000 348,758 6,341 348,531 -0,227Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

28CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 20Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.582 -0,126 349,260 -6,189 349,386 -6,000 -3,00 349,424 349,566 -0,142 -3,00 6,000 349,386 6,156 349,282 -0,104583 -0,140 349,874 -6,210 350,014 -6,000 -3,00 349,968 350,194 -0,226 -3,00 6,000 350,014 6,315 349,804 -0,210584 -0,216 350,426 -6,324 350,642 -6,000 -3,00 350,680 350,822 -0,142 -3,00 6,000 350,642 6,179 350,523 -0,119585 -0,086 351,184 -6,128 351,270 -6,000 -3,00 351,281 351,450 -0,169 -3,00 6,000 351,270 6,353 351,035 -0,235586 -0,117 351,781 -6,176 351,898 -6,000 -3,00 351,744 352,078 -0,334 -3,00 6,000 351,898 6,638 351,473 -0,425587 -0,350 352,176 -6,525 352,526 -6,000 -3,00 352,177 352,706 -0,529 -3,00 6,000 352,526 6,841 351,966 -0,560588 -0,448 352,706 -6,672 353,154 -6,000 -3,00 352,752 353,334 -0,582 -3,00 6,000 353,154 6,738 352,662 -0,492589 -0,478 353,304 -6,717 353,782 -6,000 -3,00 353,373 353,962 -0,589 -3,00 6,000 353,782 6,777 353,264 -0,518590 -0,484 353,926 -6,727 354,410 -6,000 -3,00 353,969 354,590 -0,621 -3,00 6,000 354,410 6,899 353,810 -0,600591 -0,428 354,610 -6,642 355,038 -6,000 -3,00 354,654 355,218 -0,564 -3,00 6,000 355,038 6,766 354,527 -0,511592 -0,370 355,296 -6,556 355,666 -6,000 -3,00 355,302 355,846 -0,544 -3,00 6,000 355,666 6,811 355,125 -0,541593 -0,303 355,991 -6,454 356,294 -6,000 -3,00 356,003 356,474 -0,471 -3,00 6,000 356,294 6,878 355,709 -0,585594 -0,320 356,602 -6,479 356,922 -6,000 -3,00 356,642 357,102 -0,460 -3,00 6,000 356,922 6,759 356,416 -0,506595 -0,396 357,154 -6,594 357,550 -6,000 -3,00 357,156 357,730 -0,574 -3,00 6,000 357,550 6,860 356,976 -0,574596 -0,451 357,727 -6,677 358,178 -6,000 -3,00 357,759 358,358 -0,599 -3,00 6,000 358,178 6,861 357,604 -0,574597 -0,504 358,302 -6,756 358,806 -6,000 -3,00 358,385 358,986 -0,601 -3,00 6,000 358,806 6,907 358,201 -0,605598 -0,370 359,064 -6,555 359,434 -6,000 -3,00 359,064 359,614 -0,550 -3,00 6,000 359,434 6,907 358,829 -0,605599 -0,354 359,708 -6,531 360,062 -6,000 -3,00 359,730 360,242 -0,512 -3,00 6,000 360,062 6,725 359,579 -0,483600 -0,506 360,184 -6,759 360,690 -6,000 -3,00 360,236 360,870 -0,634 -3,00 6,000 360,690 6,890 360,097 -0,593601 -0,461 360,857 -6,692 361,318 -6,000 -3,00 360,824 361,498 -0,674 -3,00 6,000 361,318 6,739 360,826 -0,492602 -0,406 361,540 -6,609 361,946 -6,000 -3,00 361,491 362,126 -0,635 -3,00 6,000 361,946 6,726 361,462 -0,484603 -0,309 362,265 -6,463 362,574 -6,000 -3,00 362,161 362,754 -0,593 -3,00 6,000 362,574 6,727 362,089 -0,485604 -0,264 362,938 -6,396 363,202 -6,000 -3,00 362,893 363,382 -0,489 -3,00 6,000 363,202 6,509 362,862 -0,340605 -0,321 363,509 -6,481 363,830 -6,000 -3,00 363,603 364,010 -0,407 -3,00 6,000 363,830 6,657 363,392 -0,438606 -0,285 364,173 -6,428 364,458 -6,000 -3,00 364,228 364,638 -0,410 -3,00 6,000 364,458 6,559 364,085 -0,373607 -0,229 364,857 -6,344 365,086 -6,000 -3,00 364,878 365,266 -0,388 -3,00 6,000 365,086 6,660 364,646 -0,440608 -0,182 365,532 -6,274 365,714 -6,000 -3,00 365,555 365,894 -0,339 -3,00 6,000 365,714 6,555 365,344 -0,370Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

29CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 21Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.609 -0,211 366,131 -6,316 366,342 -6,000 -3,00 366,237 366,522 -0,285 -3,00 6,000 366,342 6,522 365,994 -0,348610 -0,194 366,776 -6,291 366,970 -6,000 -3,00 366,968 367,150 -0,182 -3,00 6,000 366,970 6,349 366,738 -0,232611 -0,020 367,578 -6,030 367,598 -6,000 -3,00 367,697 367,778 -0,081 -3,00 6,000 367,598 6,223 367,450 -0,148612 -0,005 368,221 -6,008 368,226 -6,000 -3,00 368,345 368,406 -0,061 -3,00 6,000 368,226 6,243 368,064 -0,162613 -0,163 368,691 -6,245 368,854 -6,000 -3,00 368,858 369,034 -0,176 -3,00 6,000 368,854 6,363 368,612 -0,242614 -0,204 369,278 -6,305 369,482 -6,000 -3,00 369,453 369,662 -0,209 -3,00 6,000 369,482 6,331 369,261 -0,221615 -0,197 369,913 -6,295 370,110 -6,000 -3,00 370,090 370,290 -0,200 -3,00 6,000 370,110 6,536 369,753 -0,357616 0,045 370,783 -6,045 370,738 -6,000 -3,00 370,770 370,918 -0,148 -3,00 6,000 370,738 6,299 370,539 -0,199617 0,046 371,412 -6,046 371,366 -6,000 -3,00 371,408 371,546 -0,138 -3,00 6,000 371,366 6,440 371,073 -0,293618 -0,048 371,946 -6,073 371,994 -6,000 -3,00 372,067 372,174 -0,107 -3,00 6,000 371,994 6,425 371,711 -0,283619 -0,161 372,461 -6,242 372,622 -6,000 -3,00 372,487 372,802 -0,315 -3,00 6,000 372,622 6,607 372,217 -0,405620 -0,378 372,872 -6,568 373,250 -6,000 -3,00 372,931 373,430 -0,499 -3,00 6,000 373,250 6,949 372,617 -0,633621 -0,527 373,333 -6,791 373,860 -6,000 -3,00 373,402 374,040 -0,638 -3,00 6,000 373,860 7,029 373,174 -0,686622 -0,636 373,800 -6,954 374,436 -6,000 -3,00 373,961 374,616 -0,655 -3,00 6,000 374,436 6,938 373,811 -0,625623 -0,640 374,336 -6,960 374,976 -6,000 -3,00 374,501 375,156 -0,655 -3,00 6,000 374,976 7,021 374,296 -0,680624 -0,599 374,881 -6,899 375,480 -6,000 -3,00 375,046 375,660 -0,614 -3,00 6,000 375,480 6,760 374,973 -0,507625 -0,643 375,307 -6,964 375,950 -6,000 -3,00 375,512 376,130 -0,618 -3,00 6,000 375,950 6,976 375,300 -0,650626 -0,612 375,772 -6,917 376,384 -6,000 -3,00 375,985 376,564 -0,579 -3,00 6,000 376,384 6,937 375,759 -0,625627 -0,650 376,134 -6,974 376,784 -6,000 -3,00 376,382 376,964 -0,582 -3,00 6,000 376,784 6,914 376,174 -0,610628 -0,610 376,538 -6,915 377,148 -6,000 -3,00 376,720 377,328 -0,608 -3,00 6,000 377,148 6,862 376,574 -0,574629 -0,524 376,952 -6,786 377,476 -6,000 -3,00 377,105 377,656 -0,551 -3,00 6,000 377,476 6,898 376,877 -0,599630 -0,367 377,403 -6,550 377,770 -6,000 -3,00 377,594 377,950 -0,356 -3,00 6,000 377,770 6,750 377,270 -0,500631 -0,254 377,792 -6,381 378,046 -6,000 -3,00 377,931 378,226 -0,295 -3,00 6,000 378,046 6,568 377,668 -0,378632 -0,107 378,215 -6,161 378,322 -6,000 -3,00 378,325 378,502 -0,177 -3,00 6,000 378,322 6,416 378,045 -0,277633 -0,154 378,444 -6,231 378,598 -6,000 -3,00 378,533 378,778 -0,245 -3,00 6,000 378,598 6,430 378,311 -0,287634 -0,233 378,641 -6,349 378,874 -6,000 -3,00 378,878 379,054 -0,176 -3,00 6,000 378,874 6,438 378,582 -0,292635 -0,250 378,900 -6,375 379,150 -6,000 -3,00 379,103 379,330 -0,227 -3,00 6,000 379,150 6,512 378,809 -0,341Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

30CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 22Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.636 -0,338 379,088 -6,508 379,426 -6,000 -3,00 379,283 379,606 -0,323 -3,00 6,000 379,426 6,685 378,970 -0,456637 -0,480 379,222 -6,720 379,702 -6,000 -3,00 379,498 379,882 -0,384 -3,00 6,000 379,702 6,713 379,227 -0,475638 -0,464 379,503 -6,696 379,967 -6,000 -3,00 379,702 380,147 -0,445 -3,00 6,000 379,967 6,705 379,497 -0,470639 -0,531 379,678 -6,796 380,209 -6,000 -3,00 379,941 380,389 -0,448 -3,00 6,000 380,209 6,745 379,713 -0,496640 -0,466 379,963 -6,700 380,429 -6,000 -3,00 380,141 380,609 -0,468 -3,00 6,000 380,429 6,715 379,953 -0,476641 -0,387 380,239 -6,580 380,626 -6,000 -3,00 380,333 380,806 -0,473 -3,00 6,000 380,626 6,811 380,085 -0,541642 -0,488 380,312 -6,732 380,800 -6,000 -3,00 380,440 380,980 -0,540 -3,00 6,000 380,800 6,803 380,265 -0,535643 -0,424 380,528 -6,635 380,952 -6,000 -3,00 380,693 381,132 -0,439 -3,00 6,000 380,952 6,884 380,362 -0,590644 -0,461 380,621 -6,692 381,082 -6,000 -3,00 380,720 381,262 -0,542 -3,00 6,000 381,082 6,856 380,511 -0,571645 -0,257 380,932 -6,385 381,189 -6,000 -3,00 380,796 381,369 -0,573 -3,00 6,000 381,189 6,966 380,545 -0,644646 -0,753 380,520 -7,130 381,273 -6,000 -3,00 380,734 381,453 -0,719 -3,00 6,000 381,273 6,985 380,616 -0,657647 -0,664 380,671 -6,996 381,335 -6,000 -3,00 380,948 381,515 -0,567 -3,00 6,000 381,335 6,952 380,700 -0,635648 -0,685 380,689 -7,027 381,374 -6,000 -3,00 380,912 381,554 -0,642 -3,00 6,000 381,374 6,941 380,747 -0,627649 -0,686 380,705 -7,029 381,391 -6,000 -3,00 381,021 381,571 -0,550 -3,00 6,000 381,391 6,656 380,953 -0,438650 -0,647 380,739 -6,971 381,386 -6,000 -3,00 381,015 381,566 -0,551 -3,00 6,000 381,386 6,669 380,940 -0,446651 -0,638 380,719 -6,958 381,357 -6,000 -3,00 380,986 381,537 -0,551 -3,00 6,000 381,357 6,813 380,815 -0,542652 -0,534 380,772 -6,801 381,306 -6,000 -3,00 380,934 381,486 -0,552 -3,00 6,000 381,306 6,728 380,821 -0,485653 -0,558 380,675 -6,836 381,233 -6,000 -3,00 380,899 381,413 -0,514 -3,00 6,000 381,233 6,673 380,784 -0,449654 -0,453 380,684 -6,679 381,137 -6,000 -3,00 380,761 381,317 -0,556 -3,00 6,000 381,137 6,694 380,675 -0,462655 -0,545 380,474 -6,818 381,019 -6,000 -3,00 380,603 381,199 -0,596 -3,00 6,000 381,019 6,813 380,477 -0,542656 -0,909 379,969 -7,363 380,878 -6,000 -3,00 380,410 381,058 -0,648 -3,00 6,000 380,878 6,839 380,319 -0,559657 -0,839 379,875 -7,258 380,714 -6,000 -3,00 380,294 380,894 -0,600 -3,00 6,000 380,714 6,808 380,176 -0,538658 -0,534 379,994 -6,800 380,528 -6,000 -3,00 380,134 380,708 -0,574 -3,00 6,000 380,528 6,843 379,966 -0,562659 -0,681 379,639 -7,021 380,320 -6,000 -3,00 379,936 380,500 -0,564 -3,00 6,000 380,320 6,885 379,730 -0,590660 -0,619 379,470 -6,928 380,089 -6,000 -3,00 379,736 380,269 -0,533 -3,00 6,000 380,089 6,866 379,512 -0,577661 -0,471 379,364 -6,706 379,835 -6,000 -3,00 379,520 380,015 -0,495 -3,00 6,000 379,835 6,729 379,349 -0,486662 -0,368 379,191 -6,552 379,559 -6,000 -3,00 379,290 379,739 -0,449 -3,00 6,000 379,559 6,646 379,129 -0,430Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

31CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 23Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.663 -0,307 378,953 -6,460 379,260 -6,000 -3,00 379,068 379,440 -0,372 -3,00 6,000 379,260 6,514 378,918 -0,342664 -0,325 378,625 -6,488 378,950 -6,000 -3,00 378,882 379,130 -0,248 -3,00 6,000 378,950 6,370 378,703 -0,247665 -0,137 378,503 -6,206 378,640 -6,000 -3,00 378,694 378,820 -0,126 -3,00 6,000 378,640 6,209 378,501 -0,139666 -0,206 378,124 -6,310 378,330 -6,000 -3,00 378,380 378,510 -0,130 -3,00 6,000 378,330 6,252 378,162 -0,168667 -0,198 377,822 -6,297 378,020 -6,000 -3,00 378,022 378,200 -0,178 -3,00 6,000 378,020 6,178 377,901 -0,119668 -0,152 377,558 -6,228 377,710 -6,000 -3,00 377,669 377,890 -0,221 -3,00 6,000 377,710 6,141 377,616 -0,094669 -0,263 377,137 -6,395 377,400 -6,000 -3,00 377,493 377,580 -0,087 -3,00 6,000 377,400 6,129 377,529 0,129670 0,100 377,190 -6,100 377,090 -6,000 -3,00 377,239 377,270 -0,031 -3,00 6,000 377,090 6,107 377,019 -0,071671 -0,062 376,718 -6,092 376,780 -6,000 -3,00 376,872 376,960 -0,088 -3,00 6,000 376,780 6,103 376,712 -0,068672 -0,047 376,423 -6,071 376,470 -6,000 -3,00 376,533 376,650 -0,117 -3,00 6,000 376,470 6,293 376,275 -0,195673 -0,263 375,897 -6,394 376,160 -6,000 -3,00 376,090 376,340 -0,250 -3,00 6,000 376,160 6,253 375,992 -0,168674 -0,247 375,603 -6,370 375,850 -6,000 -3,00 375,736 376,030 -0,294 -3,00 6,000 375,850 6,360 375,610 -0,240675 -1,358 374,182 -8,037 375,540 -6,000 -3,00 375,376 375,720 -0,344 -3,00 6,000 375,540 6,290 375,347 -0,193676 -0,724 374,506 -7,086 375,230 -6,000 -3,00 374,953 375,410 -0,457 -3,00 6,000 375,230 6,536 374,873 -0,357677 -1,215 373,705 -7,822 374,920 -6,000 -3,00 374,775 375,100 -0,325 -3,00 6,000 374,920 6,452 374,619 -0,301678 -1,918 372,692 -8,878 374,610 -6,000 -3,00 374,495 374,790 -0,295 -3,00 6,000 374,610 6,518 374,265 -0,345679 -0,850 373,450 -7,275 374,300 -6,000 -3,00 374,056 374,480 -0,424 -3,00 6,000 374,300 6,946 373,669 -0,631680 -1,207 372,783 -7,811 373,990 -6,000 -3,00 373,590 374,170 -0,580 -3,00 6,000 373,990 6,802 373,456 -0,534681 -1,059 372,621 -7,588 373,680 -6,000 -3,00 373,197 373,860 -0,663 -3,00 6,000 373,680 6,905 373,077 -0,603682 -1,359 372,011 -8,038 373,370 -6,000 -3,00 372,867 373,550 -0,683 -3,00 6,000 373,370 6,803 372,834 -0,536683 -1,201 371,859 -7,802 373,060 -6,000 -3,00 372,681 373,240 -0,559 -3,00 6,000 373,060 6,797 372,529 -0,531684 -1,189 371,573 -7,784 372,762 -6,000 -3,00 372,364 372,942 -0,578 -3,00 6,000 372,762 6,718 372,284 -0,478685 -1,394 371,093 -8,091 372,487 -6,000 -3,00 372,134 372,667 -0,533 -3,00 6,000 372,487 6,834 371,931 -0,556686 -1,348 370,788 -8,022 372,136 -6,000 -3,00 371,864 372,316 -0,452 -3,00 6,000 372,136 6,721 371,655 -0,481687 -1,305 370,603 -7,958 371,908 -6,000 -3,00 371,730 372,088 -0,358 -3,00 6,000 371,908 6,519 371,562 -0,346688 -1,372 370,332 -8,057 371,704 -6,000 -3,00 371,546 371,884 -0,338 -3,00 6,000 371,704 6,419 371,425 -0,279689 -1,514 370,009 -8,271 371,523 -6,000 -3,00 371,190 371,703 -0,513 -3,00 6,000 371,523 7,886 370,266 -1,257Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

32CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 24Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.690 -1,673 369,693 -8,510 371,366 -6,000 -3,00 370,866 371,546 -0,680 -3,00 6,000 371,366 7,173 370,584 -0,782691 -1,599 369,633 -8,398 371,232 -6,000 -3,00 370,611 371,412 -0,801 -3,00 6,000 371,232 7,290 370,372 -0,860692 -2,105 369,017 -9,157 371,122 -6,000 -3,00 370,413 371,302 -0,889 -3,00 6,000 371,122 7,417 370,177 -0,945693 -2,093 368,942 -9,140 371,035 -6,000 -3,00 370,343 371,215 -0,872 -3,00 6,000 371,035 8,443 369,407 -1,628694 -2,346 368,626 -9,519 370,972 -6,000 -3,00 370,257 371,152 -0,895 -3,00 6,000 370,972 8,696 369,175 -1,797695 -2,398 368,534 -9,597 370,932 -6,000 -3,00 370,310 371,112 -0,802 -3,00 6,000 370,932 8,775 369,082 -1,850696 -2,050 368,866 -9,075 370,916 -6,000 -3,00 370,374 371,096 -0,722 -3,00 6,000 370,916 7,148 370,151 -0,765697 -1,894 369,029 -8,841 370,923 -6,000 -3,00 370,433 371,103 -0,670 -3,00 6,000 370,923 7,046 370,226 -0,697698 -2,281 368,673 -9,422 370,954 -6,000 -3,00 370,452 371,134 -0,682 -3,00 6,000 370,954 7,313 370,078 -0,876699 -2,356 368,652 -9,533 371,008 -6,000 -3,00 370,457 371,188 -0,731 -3,00 6,000 371,008 7,951 369,708 -1,300700 -2,128 368,958 -9,192 371,086 -6,000 -3,00 370,610 371,266 -0,656 -3,00 6,000 371,086 7,032 370,398 -0,688701 -2,090 369,097 -9,135 371,187 -6,000 -3,00 370,831 371,367 -0,536 -3,00 6,000 371,187 6,834 370,631 -0,556702 -2,072 369,240 -9,107 371,312 -6,000 -3,00 370,943 371,492 -0,549 -3,00 6,000 371,312 6,947 370,681 -0,631703 -1,873 369,587 -8,810 371,460 -6,000 -3,00 371,123 371,640 -0,517 -3,00 6,000 371,460 6,782 370,938 -0,522704 -1,633 369,987 -8,450 371,620 -6,000 -3,00 371,409 371,800 -0,391 -3,00 6,000 371,620 6,549 371,254 -0,366705 -1,589 370,191 -8,383 371,780 -6,000 -3,00 371,720 371,960 -0,240 -3,00 6,000 371,780 6,362 371,539 -0,241706 -0,601 371,339 -6,902 371,940 -6,000 -3,00 371,759 372,120 -0,361 -3,00 6,000 371,940 7,331 371,053 -0,887707 -0,464 371,636 -6,696 372,100 -6,000 -3,00 371,896 372,280 -0,384 -3,00 6,000 372,100 6,839 371,541 -0,559708 -0,338 371,922 -6,507 372,260 -6,000 -3,00 372,132 372,440 -0,308 -3,00 6,000 372,260 6,299 372,061 -0,199709 -0,272 372,148 -6,408 372,420 -6,000 -3,00 372,359 372,600 -0,241 -3,00 6,000 372,420 6,248 372,255 -0,165710 -0,244 372,336 -6,366 372,580 -6,000 -3,00 372,566 372,760 -0,194 -3,00 6,000 372,580 6,250 372,413 -0,167711 -0,405 372,335 -6,608 372,740 -6,000 -3,00 372,756 372,920 -0,164 -3,00 6,000 372,740 6,091 372,679 -0,061712 -0,462 372,438 -6,693 372,900 -6,000 -3,00 372,883 373,080 -0,197 -3,00 6,000 372,900 6,218 372,755 -0,145713 -0,655 372,387 -6,982 373,042 -6,000 -3,00 372,924 373,222 -0,298 -3,00 6,000 373,042 6,339 372,816 -0,226714 -0,987 372,159 -7,481 373,146 -6,000 -3,00 372,966 373,326 -0,360 -3,00 6,000 373,146 6,442 372,851 -0,295715 -1,183 372,031 -7,774 373,214 -6,000 -3,00 372,997 373,394 -0,397 -3,00 6,000 373,214 6,512 372,873 -0,341716 -1,187 372,057 -7,780 373,244 -6,000 -3,00 372,939 373,424 -0,485 -3,00 6,000 373,244 6,659 372,805 -0,439Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

33CONSEGV PLANEJAMENTO E OBRAS LTDA. Página: 25Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.717 -1,234 372,004 -7,852 373,238 -6,000 -3,00 372,863 373,418 -0,555 -3,00 6,000 373,238 6,750 372,738 -0,500718 -1,275 371,919 -7,913 373,194 -6,000 -3,00 372,785 373,374 -0,589 -3,00 6,000 373,194 6,803 372,659 -0,535719 -1,296 371,818 -7,944 373,114 -6,000 -3,00 372,706 373,294 -0,588 -3,00 6,000 373,114 6,861 372,540 -0,574720 -1,197 371,799 -7,795 372,996 -6,000 -3,00 372,555 373,176 -0,621 -3,00 6,000 372,996 6,873 372,414 -0,582721 -1,354 371,488 -8,031 372,842 -6,000 -3,00 372,518 373,022 -0,504 -3,00 6,000 372,842 6,742 372,347 -0,495722 -1,408 371,242 -8,111 372,650 -6,000 -3,00 372,327 372,830 -0,503 -3,00 6,000 372,650 6,713 372,175 -0,475723 -1,247 371,175 -7,871 372,422 -6,000 -3,00 371,997 372,602 -0,605 -3,00 6,000 372,422 6,758 371,916 -0,506724 -1,078 371,078 -7,618 372,156 -6,000 -3,00 371,727 372,336 -0,609 -3,00 6,000 372,156 6,821 371,608 -0,548725 -1,575 370,279 -8,362 371,854 -6,000 -3,00 371,603 372,034 -0,431 -3,00 6,000 371,854 6,780 371,334 -0,520726 -1,644 369,870 -8,466 371,514 -6,000 -3,00 371,345 371,694 -0,349 -3,00 6,000 371,514 6,415 371,237 -0,277727 -1,305 369,851 -7,958 371,156 -6,000 -3,00 371,002 371,336 -0,334 -3,00 6,000 371,156 6,416 370,879 -0,277728 -1,251 369,547 -7,876 370,798 -6,000 -3,00 370,732 370,978 -0,246 -3,00 6,000 370,798 6,232 370,644 -0,154729 -1,168 369,272 -7,753 370,440 -6,000 -3,00 370,577 370,620 -0,043 -3,00 6,000 370,440 6,085 370,384 -0,056730 -1,638 368,444 -8,458 370,082 -6,000 -3,00 370,135 370,262 -0,127 -3,00 6,000 370,082 6,123 370,000 -0,082731 -0,352 369,372 -6,528 369,724 -6,000 -3,00 369,768 369,904 -0,136 -3,00 6,000 369,724 6,154 369,621 -0,103732 -0,374 368,992 -6,561 369,366 -6,000 -3,00 369,410 369,546 -0,136 -3,00 6,000 369,366 6,096 369,302 -0,064733 -1,197 367,811 -7,795 369,008 -6,000 -3,00 368,955 369,188 -0,233 -3,00 6,000 369,008 6,205 368,871 -0,137734 -1,023 367,627 -7,534 368,650 -6,000 -3,00 368,550 368,830 -0,280 -3,00 6,000 368,650 6,244 368,487 -0,163735 -1,041 367,251 -7,561 368,292 -6,000 -3,00 368,167 368,472 -0,305 -3,00 6,000 368,292 6,265 368,115 -0,177736 -1,380 366,554 -8,070 367,934 -6,000 -3,00 367,748 368,114 -0,366 -3,00 6,000 367,934 6,319 367,721 -0,213737 -1,273 366,303 -7,910 367,576 -6,000 -3,00 367,409 367,756 -0,347 -3,00 6,000 367,576 6,413 367,301 -0,275738 -1,388 365,830 -8,081 367,218 -6,000 -3,00 367,064 367,398 -0,334 -3,00 6,000 367,218 6,383 366,962 -0,256739 -1,271 365,589 -7,907 366,860 -6,000 -3,00 366,673 367,040 -0,367 -3,00 6,000 366,860 6,460 366,553 -0,307740 -1,150 365,352 -7,725 366,502 -6,000 -3,00 366,246 366,682 -0,436 -3,00 6,000 366,502 6,373 366,253 -0,249741 -2,185 363,959 -9,277 366,144 -6,000 -3,00 365,980 366,324 -0,344 -3,00 6,000 366,144 6,351 365,910 -0,234742 -1,214 364,579 -7,822 365,793 -6,000 -3,00 365,690 365,973 -0,283 -3,00 6,000 365,793 6,072 365,745 -0,048743 -1,020 364,437 -7,530 365,457 -6,000 -3,00 365,425 365,637 -0,212 -3,00 6,000 365,457 6,034 365,434 -0,023Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

34CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 26Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.744 -1,221 363,915 -7,831 365,136 -6,000 -3,00 365,028 365,316 -0,288 -3,00 6,000 365,136 6,317 364,925 -0,211745 -0,706 364,122 -7,059 364,828 -6,000 -3,00 364,684 365,008 -0,324 -3,00 6,000 364,828 6,353 364,593 -0,235746 -0,912 363,624 -7,368 364,536 -6,000 -3,00 364,496 364,716 -0,220 -3,00 6,000 364,536 6,202 364,401 -0,135747 -0,448 363,810 -6,672 364,258 -6,000 -3,00 364,233 364,438 -0,205 -3,00 6,000 364,258 6,154 364,156 -0,102748 -0,784 363,211 -7,177 363,995 -6,000 -3,00 363,969 364,175 -0,206 -3,00 6,000 363,995 6,146 363,897 -0,098749 -0,996 362,750 -7,494 363,746 -6,000 -3,00 363,685 363,926 -0,241 -3,00 6,000 363,746 6,145 363,650 -0,096750 -0,692 362,820 -7,039 363,512 -6,000 -3,00 363,413 363,692 -0,279 -3,00 6,000 363,512 6,257 363,341 -0,171751 -1,060 362,232 -7,591 363,292 -6,000 -3,00 363,187 363,472 -0,285 -3,00 6,000 363,292 6,182 363,171 -0,121752 -0,513 362,574 -6,769 363,087 -6,000 -3,00 363,067 363,267 -0,200 -3,00 6,000 363,087 6,324 362,871 -0,216753 -0,497 362,399 -6,745 362,896 -6,000 -3,00 362,890 363,076 -0,186 -3,00 6,000 362,896 6,227 362,745 -0,151754 -0,877 361,843 -7,316 362,720 -6,000 -3,00 362,735 362,900 -0,165 -3,00 6,000 362,720 6,036 362,756 0,036755 -0,474 362,084 -6,711 362,558 -6,000 -3,00 362,630 362,738 -0,108 -3,00 6,000 362,558 6,011 362,551 -0,007756 -1,029 361,383 -7,544 362,412 -6,000 -3,00 362,634 362,592 0,042 -3,00 6,000 362,412 6,206 362,618 0,206757 -0,092 362,187 -6,138 362,279 -6,000 -3,00 362,395 362,459 -0,064 -3,00 6,000 362,279 6,069 362,348 0,069758 -0,749 361,412 -7,123 362,161 -6,000 -3,00 362,112 362,341 -0,229 -3,00 6,000 362,161 6,081 362,107 -0,054759 -0,133 361,925 -6,200 362,058 -6,000 -3,00 362,079 362,238 -0,159 -3,00 6,000 362,058 6,002 362,056 -0,002760 -0,647 361,315 -6,970 361,962 -6,000 -3,00 362,003 362,142 -0,139 -3,00 6,000 361,962 6,050 362,012 0,050761 -0,525 361,341 -6,788 361,866 -6,000 -3,00 361,878 362,046 -0,168 -3,00 6,000 361,866 6,065 361,822 -0,044762 -0,789 360,981 -7,184 361,770 -6,000 -3,00 361,702 361,950 -0,248 -3,00 6,000 361,770 6,112 361,695 -0,075763 -0,891 360,783 -7,336 361,674 -6,000 -3,00 361,599 361,854 -0,255 -3,00 6,000 361,674 6,083 361,619 -0,055764 -0,514 361,064 -6,772 361,578 -6,000 -3,00 361,560 361,758 -0,198 -3,00 6,000 361,578 6,153 361,476 -0,102765 -1,041 360,441 -7,562 361,482 -6,000 -3,00 361,393 361,662 -0,269 -3,00 6,000 361,482 6,135 361,392 -0,090766 -0,987 360,399 -7,481 361,386 -6,000 -3,00 361,286 361,566 -0,280 -3,00 6,000 361,386 6,211 361,245 -0,141767 -1,336 359,954 -8,003 361,290 -6,000 -3,00 361,180 361,470 -0,290 -3,00 6,000 361,290 6,187 361,165 -0,125768 -0,691 360,503 -7,036 361,194 -6,000 -3,00 361,106 361,374 -0,268 -3,00 6,000 361,194 6,277 361,010 -0,184769 -0,828 360,270 -7,243 361,098 -6,000 -3,00 361,102 361,278 -0,176 -3,00 6,000 361,098 6,136 361,008 -0,090770 -0,898 360,104 -7,347 361,002 -6,000 -3,00 361,092 361,182 -0,090 -3,00 6,000 361,002 6,027 360,984 -0,018Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

35CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 27Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.771 -1,351 359,555 -8,027 360,906 -6,000 -3,00 360,883 361,086 -0,203 -3,00 6,000 360,906 6,157 360,801 -0,105772 -1,079 359,731 -7,619 360,810 -6,000 -3,00 360,714 360,990 -0,276 -3,00 6,000 360,810 6,159 360,704 -0,106773 -1,341 359,373 -8,011 360,714 -6,000 -3,00 360,528 360,894 -0,366 -3,00 6,000 360,714 6,279 360,528 -0,186774 -1,580 359,038 -8,370 360,618 -6,000 -3,00 360,483 360,798 -0,315 -3,00 6,000 360,618 6,125 360,534 -0,084775 -1,210 359,312 -7,815 360,522 -6,000 -3,00 360,407 360,702 -0,295 -3,00 6,000 360,522 6,325 360,305 -0,217776 -1,139 359,287 -7,709 360,426 -6,000 -3,00 360,231 360,606 -0,375 -3,00 6,000 360,426 6,206 360,289 -0,137777 -0,840 359,490 -7,260 360,330 -6,000 -3,00 360,134 360,510 -0,376 -3,00 6,000 360,330 6,416 360,053 -0,277778 -1,408 358,826 -8,112 360,234 -6,000 -3,00 360,100 360,414 -0,314 -3,00 6,000 360,234 6,265 360,057 -0,177779 -1,179 358,959 -7,769 360,138 -6,000 -3,00 360,158 360,318 -0,160 -3,00 6,000 360,138 6,059 360,099 -0,039780 -1,492 358,550 -8,238 360,042 -6,000 -3,00 360,072 360,222 -0,150 -3,00 6,000 360,042 6,005 360,038 -0,004781 -1,170 358,776 -7,755 359,946 -6,000 -3,00 359,923 360,126 -0,203 -3,00 6,000 359,946 6,052 359,911 -0,035782 -1,113 358,737 -7,669 359,850 -6,000 -3,00 359,886 360,030 -0,144 -3,00 6,000 359,850 6,080 359,797 -0,053783 -1,006 358,748 -7,509 359,754 -6,000 -3,00 359,843 359,934 -0,091 -3,00 6,000 359,754 6,014 359,768 0,014784 -0,903 358,755 -7,355 359,658 -6,000 -3,00 359,819 359,838 -0,019 -3,00 6,000 359,658 6,115 359,773 0,115785 -1,415 358,147 -8,123 359,562 -6,000 -3,00 359,709 359,742 -0,033 -3,00 6,000 359,562 6,164 359,726 0,164786 -0,207 359,259 -6,310 359,466 -6,000 -3,00 359,537 359,646 -0,109 -3,00 6,000 359,466 6,035 359,501 0,035787 -0,159 359,211 -6,239 359,370 -6,000 -3,00 359,441 359,550 -0,109 -3,00 6,000 359,370 6,043 359,413 0,043788 -0,275 358,999 -6,413 359,274 -6,000 -3,00 359,241 359,454 -0,213 -3,00 6,000 359,274 6,068 359,229 -0,045789 -0,361 358,817 -6,541 359,178 -6,000 -3,00 359,052 359,358 -0,306 -3,00 6,000 359,178 6,241 359,017 -0,161790 -0,535 358,547 -6,802 359,082 -6,000 -3,00 358,931 359,262 -0,331 -3,00 6,000 359,082 6,328 358,863 -0,219791 -0,725 358,261 -7,088 358,986 -6,000 -3,00 358,755 359,166 -0,411 -3,00 6,000 358,986 6,461 358,679 -0,307792 -1,014 357,876 -7,520 358,890 -6,000 -3,00 358,581 359,070 -0,489 -3,00 6,000 358,890 6,610 358,483 -0,407793 -0,680 358,114 -7,020 358,794 -6,000 -3,00 358,535 358,974 -0,439 -3,00 6,000 358,794 6,412 358,519 -0,275794 -1,195 357,527 -7,792 358,722 -6,000 -3,00 358,388 358,902 -0,514 -3,00 6,000 358,722 6,675 358,272 -0,450795 -1,129 357,570 -7,694 358,699 -6,000 -3,00 358,055 358,879 -0,824 -3,00 6,000 358,699 7,099 357,966 -0,733796 -1,527 357,198 -8,290 358,725 -6,000 -3,00 357,879 358,905 -1,026 -3,00 6,000 358,725 7,175 357,942 -0,783797 -1,999 356,801 -8,999 358,800 -6,000 -3,00 357,704 358,980 -1,276 -3,00 6,000 358,800 7,734 357,644 -1,156Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

36CONSEGV PLANEJAMENTO E OBRAS LTDA Página: 28Rodovia: MS-324 Subtrecho: Água Clara - Córrego Barra MansaNOTA DE SERVIÇO DE TERRAPLENAGEM - LOTE 01LADO ESQUERDO EIXO LADO DIREITOESTACA OFF SET BORDO COTAS BORDO OFF SETALT. COTA DIST. COTA DIST. % TER. PROJ. VERM. % DIST. COTA DIST. COTA ALT.798 -2,393 356,530 -9,590 358,923 -6,000 -3,00 357,711 359,103 -1,392 -3,00 6,000 358,923 8,029 357,571 -1,352799 -2,657 356,438 -9,985 359,095 -6,000 -3,00 357,728 359,275 -1,547 -3,00 6,000 359,095 9,068 357,050 -2,045800 -2,694 356,622 -10,041 359,316 -6,000 -3,00 357,975 359,496 -1,521 -3,00 6,000 359,316 9,778 356,798 -2,518801 -1,910 357,675 -8,865 359,585 -6,000 -3,00 358,419 359,765 -1,346 -3,00 6,000 359,585 8,330 358,032 -1,553802 -1,032 358,871 -7,548 359,903 -6,000 -3,00 358,868 360,083 -1,215 -3,00 6,000 359,903 9,282 357,715 -2,188803 -1,504 358,766 -8,256 360,270 -6,000 -3,00 359,277 360,450 -1,173 -3,00 6,000 360,270 9,414 357,994 -2,276804 -1,459 359,226 -8,189 360,685 -6,000 -3,00 359,726 360,865 -1,139 -3,00 6,000 360,685 9,256 358,514 -2,171805 -0,927 360,222 -7,390 361,149 -6,000 -3,00 360,350 361,329 -0,979 -3,00 6,000 361,149 8,288 359,624 -1,525806 -0,663 360,999 -6,995 361,662 -6,000 -3,00 361,031 361,842 -0,811 -3,00 6,000 361,662 7,442 360,701 -0,961807 -0,472 361,752 -6,708 362,224 -6,000 -3,00 361,736 362,404 -0,668 -3,00 6,000 362,224 6,481 361,903 -0,321808 -0,352 362,458 -6,528 362,810 -6,000 -3,00 362,423 362,990 -0,567 -3,00 6,000 362,810 6,301 362,609 -0,201809 -0,175 363,221 -6,263 363,396 -6,000 -3,00 363,215 363,576 -0,361 -3,00 6,000 363,396 6,105 363,326 -0,070810 -0,052 363,930 -6,078 363,982 -6,000 -3,00 363,971 364,162 -0,191 -3,00 6,000 363,982 6,157 364,139 0,157811 0,275 364,843 -6,276 364,568 -6,000 -3,00 364,779 364,748 0,031 -3,00 6,000 364,568 6,379 364,947 0,379812 0,504 365,658 -6,504 365,154 -6,000 -3,00 365,587 365,334 0,253 -3,00 6,000 365,154 6,534 365,688 0,534813 0,659 366,399 -6,659 365,740 -6,000 -3,00 366,328 365,920 0,408 -3,00 6,000 365,740 6,633 366,373 0,633814 0,665 366,991 -6,665 366,326 -6,000 -3,00 367,034 366,506 0,528 -3,00 6,000 366,326 6,931 367,257 0,931815 0,734 367,646 -6,734 366,912 -6,000 -3,00 367,728 367,092 0,636 -3,00 6,000 366,912 7,010 367,922 1,010816 0,768 368,266 -6,768 367,498 -6,000 -3,00 368,406 367,678 0,728 -3,00 6,000 367,498 7,105 368,603 1,105817 1,018 369,102 -7,018 368,084 -6,000 -3,00 369,047 368,264 0,783 -3,00 6,000 368,084 7,127 369,211 1,127818 0,804 369,474 -6,804 368,670 -6,000 -3,00 369,587 368,850 0,737 -3,00 6,000 368,670 7,136 369,806 1,136819 1,062 370,318 -7,062 369,256 -6,000 -3,00 370,217 369,436 0,781 -3,00 6,000 369,256 7,037 370,293 1,037820 0,887 370,729 -6,887 369,842 -6,000 -3,00 370,657 370,022 0,635 -3,00 6,000 369,842 6,955 370,797 0,955821 0,824 371,252 -6,824 370,428 -6,000 -3,00 371,185 370,608 0,577 -3,00 6,000 370,428 6,804 371,232 0,804822 0,555 371,569 -6,555 371,014 -6,000 -3,00 371,590 371,194 0,396 -3,00 6,000 371,014 6,806 371,820 0,806823 0,577 372,177 -6,577 371,600 -6,000 -3,00 372,023 371,780 0,243 -3,00 6,000 371,600 6,586 372,186 0,586824 0,263 372,449 -6,263 372,186 -6,000 -3,00 372,514 372,366 0,148 -3,00 6,000 372,186 6,510 372,696 0,510Sistema topoGRAPH 98 © 1998 - 1999 char *Pointer Informática

314.0. CÁLCULOS DE VOLUMESANEXO 1A – NOTAS DE SERVIÇOS E CÁLCULOS DE VOLUMESRODOVIA: MS 324TRECHO: ÁGUA CLARA – CÓRREGO BARRA MANSA

38Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.90 3,854 0,00091 3,706 0,000 10,000 75,600 75,600 0,000 0,00092 3,921 0,000 10,000 76,270 151,870 0,000 0,00093 3,266 0,000 10,000 71,870 223,740 0,000 0,00094 2,279 0,000 10,000 55,450 279,190 0,000 0,00095 0,815 0,000 10,000 30,940 310,130 0,000 0,00096 0,000 1,054 10,000 8,150 318,280 10,543 10,54397 0,000 3,775 10,000 0,000 0,000 48,295 58,83898 0,000 6,555 10,000 0,000 0,000 103,298 162,13699 0,001 7,108 10,000 0,010 0,010 136,630 298,766100 0,019 8,099 10,000 0,200 0,210 152,074 450,840101 0,000 10,742 10,000 0,190 0,400 188,409 639,249102 0,000 10,391 10,000 0,000 0,000 211,328 850,577103 0,053 10,908 10,000 0,530 0,530 212,992 1.063,569104 0,000 13,255 10,000 0,530 1,060 241,631 1.305,200105 0,000 14,465 10,000 0,000 0,000 277,199 1.582,399106 0,000 14,004 10,000 0,000 0,000 284,687 1.867,086107 0,000 14,125 10,000 0,000 0,000 281,281 2.148,367108 0,000 13,372 10,000 0,000 0,000 274,963 2.423,330109 0,000 13,007 10,000 0,000 0,000 263,783 2.687,113110 0,000 13,660 10,000 0,000 0,000 266,669 2.953,782111 0,000 13,504 10,000 0,000 0,000 271,648 3.225,430112 0,000 11,068 10,000 0,000 0,000 245,726 3.471,156113 0,000 8,576 10,000 0,000 0,000 196,443 3.667,599113+7,676 0,000 8,870 3,838 0,000 0,000 66,958 3.734,557114 0,000 10,854 6,162 0,000 0,000 121,537 3.856,094115 0,000 10,349 10,000 0,000 0,000 212,030 4.068,124116 0,000 12,633 10,000 0,000 0,000 229,827 4.297,951117 0,000 10,148 10,000 0,000 0,000 227,812 4.525,763118 0,000 10,729 10,000 0,000 0,000 208,767 4.734,530118+7,676 0,000 11,340 3,838 0,000 0,000 84,700 4.819,230119 0,000 11,211 6,162 0,000 0,000 138,960 4.958,190120 0,000 9,498 10,000 0,000 0,000 207,090 5.165,280121 0,000 10,488 10,000 0,000 0,000 199,862 5.365,142122 0,000 13,191 10,000 0,000 0,000 236,795 5.601,937123 0,000 13,788 10,000 0,000 0,000 269,789 5.871,726124 0,000 8,936 10,000 0,000 0,000 227,240 6.098,966125 0,000 12,931 10,000 0,000 0,000 218,673 6.317,639125+8,001 0,000 16,212 4,001 0,000 0,000 116,588 6.434,227126 0,000 18,351 6,000 0,000 0,000 207,361 6.641,588127 0,000 18,909 10,000 0,000 0,000 372,593 7.014,181128 0,000 16,760 10,000 0,000 0,000 356,681 7.370,862129 0,000 16,307 10,000 0,000 0,000 330,668 7.701,530130 0,000 15,441 10,000 0,000 0,000 317,486 8.019,016130+8,001 0,000 15,703 4,001 0,000 0,000 124,592 8.143,608131 0,000 14,521 6,000 0,000 0,000 181,327 8.324,935132 0,000 13,004 10,000 0,000 0,000 275,249 8.600,184133 0,000 12,288 10,000 0,000 0,000 252,915 8.853,099134 0,000 11,842 10,000 0,000 0,000 241,293 9.094,392135 0,000 10,937 10,000 0,000 0,000 227,786 9.322,178136 0,000 9,685 10,000 0,000 0,000 206,219 9.528,397137 0,000 11,318 10,000 0,000 0,000 210,028 9.738,425138 0,000 10,743 10,000 0,000 0,000 220,610 9.959,035139 0,000 9,770 10,000 0,000 0,000 205,127 10.164,162140 0,000 9,541 10,000 0,000 0,000 193,102 10.357,264

39Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.141 0,000 9,203 10,000 0,000 0,000 187,434 10.544,698142 0,000 8,700 10,000 0,000 0,000 179,023 10.723,721143 0,000 8,457 10,000 0,000 0,000 171,561 10.895,282144 0,000 8,408 10,000 0,000 0,000 168,649 11.063,931145 0,000 8,895 10,000 0,000 0,000 173,030 11.236,961146 0,000 10,789 10,000 0,000 0,000 196,833 11.433,794147 0,000 12,058 10,000 0,000 0,000 228,462 11.662,256148 0,000 9,469 10,000 0,000 0,000 215,267 11.877,523149 0,000 9,703 10,000 0,000 0,000 191,724 12.069,247150 0,000 10,119 10,000 0,000 0,000 198,224 12.267,471151 0,000 9,732 10,000 0,000 0,000 198,510 12.465,981152 0,000 9,664 10,000 0,000 0,000 193,960 12.659,941153 0,000 9,685 10,000 0,000 0,000 193,492 12.853,433154 0,000 8,451 10,000 0,000 0,000 181,363 13.034,796155 0,000 7,716 10,000 0,000 0,000 161,668 13.196,464156 0,000 10,847 10,000 0,000 0,000 185,627 13.382,091157 0,000 10,810 10,000 0,000 0,000 216,567 13.598,658158 0,000 11,734 10,000 0,000 0,000 225,433 13.824,091159 0,000 11,133 10,000 0,000 0,000 228,670 14.052,761160 0,000 11,059 10,000 0,000 0,000 221,923 14.274,684161 0,000 10,244 10,000 0,000 0,000 213,031 14.487,715162 0,000 10,516 10,000 0,000 0,000 207,597 14.695,312163 0,000 10,390 10,000 0,000 0,000 209,053 14.904,365164 0,000 9,923 10,000 0,000 0,000 203,125 15.107,490165 0,000 11,957 10,000 0,000 0,000 218,803 15.326,293166 0,000 10,556 10,000 0,000 0,000 225,134 15.551,427167 0,005 9,408 10,000 0,050 0,050 199,641 15.751,068168 0,000 8,165 10,000 0,050 0,100 175,734 15.926,802169 0,000 7,777 10,000 0,000 0,000 159,419 16.086,221170 0,000 8,099 10,000 0,000 0,000 158,756 16.244,977171 0,000 8,454 10,000 0,000 0,000 165,529 16.410,506172 0,000 8,559 10,000 0,000 0,000 170,131 16.580,637173 0,000 7,991 10,000 0,000 0,000 165,503 16.746,140174 0,000 7,531 10,000 0,000 0,000 155,220 16.901,360175 0,000 7,625 10,000 0,000 0,000 151,554 17.052,914176 0,000 8,099 10,000 0,000 0,000 157,235 17.210,149177 0,000 5,938 10,000 0,000 0,000 140,374 17.350,523178 0,000 4,887 10,000 0,000 0,000 108,251 17.458,774179 0,000 6,682 10,000 0,000 0,000 115,687 17.574,461180 0,000 7,380 10,000 0,000 0,000 140,621 17.715,082181 0,000 6,365 10,000 0,000 0,000 137,449 17.852,531182 0,000 5,737 10,000 0,000 0,000 121,017 17.973,548183 0,000 9,575 10,000 0,000 0,000 153,114 18.126,662184 0,000 9,954 10,000 0,000 0,000 195,286 18.321,948185 0,000 12,715 10,000 0,000 0,000 226,694 18.548,642186 0,000 13,264 10,000 0,000 0,000 259,792 18.808,434187 0,000 15,237 10,000 0,000 0,000 285,012 19.093,446188 0,000 14,807 10,000 0,000 0,000 300,443 19.393,889189 0,000 14,625 10,000 0,000 0,000 294,320 19.688,209190 0,000 14,161 10,000 0,000 0,000 287,859 19.976,068191 0,000 14,180 10,000 0,000 0,000 283,413 20.259,481192 0,000 14,266 10,000 0,000 0,000 284,466 20.543,947193 0,000 15,274 10,000 0,000 0,000 295,399 20.839,346194 0,000 16,158 10,000 0,000 0,000 314,314 21.153,660195 0,000 17,076 10,000 0,000 0,000 332,332 21.485,992

40Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.196 0,000 17,220 10,000 0,000 0,000 342,953 21.828,945197 0,000 16,137 10,000 0,000 0,000 333,567 22.162,512198 0,000 13,178 10,000 0,000 0,000 293,150 22.455,662199 0,000 10,759 10,000 0,000 0,000 239,369 22.695,031200 0,000 8,562 10,000 0,000 0,000 193,206 22.888,237201 0,000 8,540 10,000 0,000 0,000 171,015 23.059,252202 0,000 8,143 10,000 0,000 0,000 166,829 23.226,081203 0,000 7,913 10,000 0,000 0,000 160,563 23.386,644204 0,000 7,136 10,000 0,000 0,000 150,488 23.537,132205 0,000 7,121 10,000 0,000 0,000 142,571 23.679,703206 0,000 6,631 10,000 0,000 0,000 137,527 23.817,230207 0,000 9,584 10,000 0,000 0,000 162,149 23.979,379208 0,000 13,243 10,000 0,000 0,000 228,267 24.207,646209 0,000 15,244 10,000 0,000 0,000 284,869 24.492,515210 0,000 16,338 10,000 0,000 0,000 315,822 24.808,337211 0,000 16,912 10,000 0,000 0,000 332,501 25.140,838212 0,000 15,127 10,000 0,000 0,000 320,385 25.461,223213 0,000 14,320 10,000 0,000 0,000 294,463 25.755,686214 0,000 14,507 10,000 0,000 0,000 288,262 26.043,948215 0,000 16,610 10,000 0,000 0,000 311,168 26.355,116216 0,000 21,759 10,000 0,000 0,000 383,695 26.738,811217 0,000 21,528 10,000 0,000 0,000 432,874 27.171,685218 0,000 19,962 10,000 0,000 0,000 414,895 27.586,580219 0,000 19,770 10,000 0,000 0,000 397,319 27.983,899220 0,000 21,106 10,000 0,000 0,000 408,759 28.392,658221 0,000 22,729 10,000 0,000 0,000 438,347 28.831,005222 0,000 21,668 10,000 0,000 0,000 443,976 29.274,981223 0,000 18,879 10,000 0,000 0,000 405,470 29.680,451224 0,000 17,787 10,000 0,000 0,000 366,652 30.047,103225 0,000 17,337 10,000 0,000 0,000 351,234 30.398,337226 0,000 14,294 10,000 0,000 0,000 316,303 30.714,640227 0,000 12,403 10,000 0,000 0,000 266,968 30.981,608228 0,000 13,992 10,000 0,000 0,000 263,952 31.245,560229 0,000 11,673 10,000 0,000 0,000 256,646 31.502,206230 0,000 7,937 10,000 0,000 0,000 196,092 31.698,298231 0,000 8,285 10,000 0,000 0,000 162,214 31.860,512232 0,000 10,868 10,000 0,000 0,000 191,529 32.052,041233 0,000 13,389 10,000 0,000 0,000 242,567 32.294,608234 0,000 14,053 10,000 0,000 0,000 274,417 32.569,025235 0,000 14,035 10,000 0,000 0,000 280,878 32.849,903236 0,000 14,472 10,000 0,000 0,000 285,064 33.134,967237 0,000 16,309 10,000 0,000 0,000 307,801 33.442,768238 0,000 14,918 10,000 0,000 0,000 312,260 33.755,028239 0,000 14,775 10,000 0,000 0,000 296,920 34.051,948240 0,000 14,156 10,000 0,000 0,000 289,302 34.341,250241 0,000 16,160 10,000 0,000 0,000 303,160 34.644,410242 0,000 16,167 10,000 0,000 0,000 323,271 34.967,681243 0,000 31,294 10,000 0,000 0,000 474,604 35.442,285244 0,000 25,095 10,000 0,000 0,000 563,888 36.006,173245 0,000 14,853 10,000 0,000 0,000 399,477 36.405,650246 0,000 13,302 10,000 0,000 0,000 281,541 36.687,191247 0,000 11,813 10,000 0,000 0,000 251,147 36.938,338248 0,000 11,045 10,000 0,000 0,000 228,579 37.166,917249 0,000 8,958 10,000 0,000 0,000 200,031 37.366,948250 0,000 6,144 10,000 0,000 0,000 151,021 37.517,969

41Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.251 0,000 4,211 10,000 0,000 0,000 103,545 37.621,514252 0,000 6,180 10,000 0,000 0,000 103,909 37.725,423253 0,000 8,076 10,000 0,000 0,000 142,558 37.867,981254 0,000 7,237 10,000 0,000 0,000 153,127 38.021,108255 0,000 8,718 10,000 0,000 0,000 159,549 38.180,657256 0,000 9,555 10,000 0,000 0,000 182,728 38.363,385257 0,000 10,819 10,000 0,000 0,000 203,736 38.567,121258 0,000 11,224 10,000 0,000 0,000 220,428 38.787,549259 0,000 9,667 10,000 0,000 0,000 208,910 38.996,459260 0,000 8,505 10,000 0,000 0,000 181,714 39.178,173261 0,000 7,168 10,000 0,000 0,000 156,728 39.334,901262 0,000 6,544 10,000 0,000 0,000 137,124 39.472,025263 0,000 7,803 10,000 0,000 0,000 143,468 39.615,493264 0,000 9,303 10,000 0,000 0,000 171,054 39.786,547265 0,000 10,594 10,000 0,000 0,000 198,965 39.985,512266 0,000 12,688 10,000 0,000 0,000 232,817 40.218,329267 0,000 14,776 10,000 0,000 0,000 274,638 40.492,967268 0,000 15,482 10,000 0,000 0,000 302,575 40.795,542269 0,000 17,815 10,000 0,000 0,000 332,969 41.128,511270 0,000 22,031 10,000 0,000 0,000 398,463 41.526,974271 0,000 22,659 10,000 0,000 0,000 446,901 41.973,875272 0,000 21,390 10,000 0,000 0,000 440,492 42.414,367273 0,000 17,235 10,000 0,000 0,000 386,256 42.800,623274 0,000 16,559 10,000 0,000 0,000 337,948 43.138,571275 0,000 18,088 10,000 0,000 0,000 346,476 43.485,047276 0,000 19,075 10,000 0,000 0,000 371,631 43.856,678277 0,000 20,392 10,000 0,000 0,000 394,667 44.251,345278 0,000 22,472 10,000 0,000 0,000 428,636 44.679,981279 0,000 23,811 10,000 0,000 0,000 462,826 45.142,807280 0,000 24,194 10,000 0,000 0,000 480,051 45.622,858281 0,000 24,036 10,000 0,000 0,000 482,300 46.105,158282 0,000 25,007 10,000 0,000 0,000 490,425 46.595,583283 0,000 26,653 10,000 0,000 0,000 516,594 47.112,177284 0,000 24,382 10,000 0,000 0,000 510,341 47.622,518285 0,000 22,832 10,000 0,000 0,000 472,134 48.094,652286 0,000 21,613 10,000 0,000 0,000 444,444 48.539,096287 0,000 19,178 10,000 0,000 0,000 407,901 48.946,997288 0,000 15,314 10,000 0,000 0,000 344,916 49.291,913289 0,000 16,036 10,000 0,000 0,000 313,495 49.605,408290 0,000 15,209 10,000 0,000 0,000 312,442 49.917,850291 0,000 14,871 10,000 0,000 0,000 300,794 50.218,644292 0,000 15,864 10,000 0,000 0,000 307,346 50.525,990293 0,000 17,204 10,000 0,000 0,000 330,681 50.856,671294 0,000 18,678 10,000 0,000 0,000 358,826 51.215,497295 0,000 20,068 10,000 0,000 0,000 387,465 51.602,962296 0,000 21,648 10,000 0,000 0,000 417,157 52.020,119297 0,000 21,952 10,000 0,000 0,000 435,994 52.456,113298 0,000 21,847 10,000 0,000 0,000 437,983 52.894,096299 0,000 20,950 10,000 0,000 0,000 427,960 53.322,056300 0,000 20,392 10,000 0,000 0,000 413,413 53.735,469301 0,000 20,115 10,000 0,000 0,000 405,067 54.140,536302 0,000 19,085 10,000 0,000 0,000 392,002 54.532,538303 0,000 18,077 10,000 0,000 0,000 371,618 54.904,156304 0,000 16,353 10,000 0,000 0,000 344,292 55.248,448305 0,000 14,227 10,000 0,000 0,000 305,799 55.554,247

42Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.306 0,000 13,553 10,000 0,000 0,000 277,797 55.832,044307 0,000 13,563 10,000 0,000 0,000 271,154 56.103,198308 0,000 13,705 10,000 0,000 0,000 272,675 56.375,873309 0,000 11,630 10,000 0,000 0,000 253,344 56.629,217310 0,000 12,670 10,000 0,000 0,000 242,996 56.872,213311 0,000 10,119 10,000 0,000 0,000 227,890 57.100,103312 0,009 10,187 10,000 0,090 0,090 203,060 57.303,163313 0,000 9,399 10,000 0,090 0,180 195,858 57.499,021314 0,000 8,137 10,000 0,000 0,000 175,357 57.674,378315 0,000 6,721 10,000 0,000 0,000 148,577 57.822,955316 0,000 7,636 10,000 0,000 0,000 143,572 57.966,527317 0,000 6,395 10,000 0,000 0,000 140,309 58.106,836318 0,000 5,920 10,000 0,000 0,000 123,149 58.229,985319 0,000 6,902 10,000 0,000 0,000 128,219 58.358,204320 0,000 5,954 10,000 0,000 0,000 128,557 58.486,761321 0,023 8,993 10,000 0,230 0,230 149,474 58.636,235322 0,000 7,904 10,000 0,230 0,460 168,974 58.805,209323 0,000 8,512 10,000 0,000 0,000 164,164 58.969,373324 0,000 9,225 10,000 0,000 0,000 177,372 59.146,745325 0,000 10,855 10,000 0,000 0,000 200,798 59.347,543326 0,000 12,591 10,000 0,000 0,000 234,455 59.581,998327 0,000 12,089 10,000 0,000 0,000 246,792 59.828,790328 0,000 11,527 10,000 0,000 0,000 236,158 60.064,948329 0,000 9,569 10,000 0,000 0,000 210,964 60.275,912330 0,000 10,940 10,000 0,000 0,000 205,088 60.481,000331 0,000 7,835 10,000 0,000 0,000 187,746 60.668,746332 0,000 9,010 10,000 0,000 0,000 168,454 60.837,200333 0,000 8,020 10,000 0,000 0,000 170,300 61.007,500334 0,000 9,387 10,000 0,000 0,000 174,070 61.181,570335 0,000 10,721 10,000 0,000 0,000 201,084 61.382,654336 0,000 11,294 10,000 0,000 0,000 220,155 61.602,809337 0,000 13,521 10,000 0,000 0,000 248,157 61.850,966338 0,000 14,136 10,000 0,000 0,000 276,575 62.127,541339 0,000 14,382 10,000 0,000 0,000 285,181 62.412,722340 0,000 15,401 10,000 0,000 0,000 297,830 62.710,552341 0,000 16,598 10,000 0,000 0,000 319,995 63.030,547342 0,000 18,251 10,000 0,000 0,000 348,491 63.379,038343 0,000 20,768 10,000 0,000 0,000 390,182 63.769,220344 0,000 21,776 10,000 0,000 0,000 425,438 64.194,658345 0,000 22,825 10,000 0,000 0,000 446,017 64.640,675346 0,000 23,694 10,000 0,000 0,000 465,192 65.105,867347 0,000 25,480 10,000 0,000 0,000 491,738 65.597,605348 0,000 26,885 10,000 0,000 0,000 523,653 66.121,258349 0,000 27,866 10,000 0,000 0,000 547,508 66.668,766350 0,000 29,788 10,000 0,000 0,000 576,537 67.245,303351 0,000 27,031 10,000 0,000 0,000 568,191 67.813,494352 0,000 25,406 10,000 0,000 0,000 524,368 68.337,862353 0,000 25,481 10,000 0,000 0,000 508,872 68.846,734354 0,000 25,585 10,000 0,000 0,000 510,666 69.357,400355 0,000 28,051 10,000 0,000 0,000 536,367 69.893,767356 0,000 27,906 10,000 0,000 0,000 559,572 70.453,339357 0,000 28,696 10,000 0,000 0,000 566,020 71.019,359358 0,000 29,253 10,000 0,000 0,000 579,488 71.598,847359 0,000 29,866 10,000 0,000 0,000 591,188 72.190,035360 0,000 29,513 10,000 0,000 0,000 593,788 72.783,823

43Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.361 0,000 29,156 10,000 0,000 0,000 586,690 73.370,513362 0,000 30,398 10,000 0,000 0,000 595,543 73.966,056363 0,000 30,833 10,000 0,000 0,000 612,313 74.578,369364 0,000 29,388 10,000 0,000 0,000 602,212 75.180,581365 0,000 27,412 10,000 0,000 0,000 567,996 75.748,577366 0,000 25,718 10,000 0,000 0,000 531,297 76.279,874367 0,000 24,608 10,000 0,000 0,000 503,256 76.783,130368 0,000 22,668 10,000 0,000 0,000 472,758 77.255,888369 0,000 20,302 10,000 0,000 0,000 429,702 77.685,590370 0,000 18,896 10,000 0,000 0,000 391,976 78.077,566371 0,000 18,974 10,000 0,000 0,000 378,690 78.456,256372 0,000 14,980 10,000 0,000 0,000 339,534 78.795,790373 0,000 12,506 10,000 0,000 0,000 274,859 79.070,649374 0,000 11,487 10,000 0,000 0,000 239,928 79.310,577375 0,000 11,656 10,000 0,000 0,000 231,426 79.542,003376 0,000 10,656 10,000 0,000 0,000 223,119 79.765,122377 0,000 8,992 10,000 0,000 0,000 196,482 79.961,604378 0,000 10,722 10,000 0,000 0,000 197,145 80.158,749379 0,000 9,025 10,000 0,000 0,000 197,470 80.356,219380 0,000 7,634 10,000 0,000 0,000 166,582 80.522,801381 0,000 8,063 10,000 0,000 0,000 156,962 80.679,763382 0,000 7,670 10,000 0,000 0,000 157,326 80.837,089383 0,000 8,525 10,000 0,000 0,000 161,954 80.999,043384 0,000 10,724 10,000 0,000 0,000 192,491 81.191,534385 0,000 11,683 10,000 0,000 0,000 224,068 81.415,602386 0,000 10,964 10,000 0,000 0,000 226,473 81.642,075387 0,000 9,259 10,000 0,000 0,000 202,228 81.844,303388 0,000 7,041 10,000 0,000 0,000 162,994 82.007,297389 0,000 9,673 10,000 0,000 0,000 167,141 82.174,438390 0,000 10,199 10,000 0,000 0,000 198,718 82.373,156391 0,000 10,332 10,000 0,000 0,000 205,309 82.578,465392 0,000 10,602 10,000 0,000 0,000 209,339 82.787,804393 0,029 7,622 10,000 0,290 0,000 182,234 82.970,038394 0,007 8,523 10,000 0,360 0,000 161,447 83.131,485395 0,000 11,478 10,000 0,070 0,000 200,005 83.331,490396 0,000 12,494 10,000 0,000 0,000 239,720 83.571,210397 0,000 14,412 10,000 0,000 0,000 269,061 83.840,271398 0,000 17,378 10,000 0,000 0,000 317,902 84.158,173399 0,000 19,403 10,000 0,000 0,000 367,809 84.525,982400 0,000 19,265 10,000 0,000 0,000 386,672 84.912,654401 0,000 19,839 10,000 0,000 0,000 391,040 85.303,694402 0,000 20,053 10,000 0,000 0,000 398,918 85.702,612403 0,000 16,882 10,000 0,000 0,000 369,343 86.071,955404 0,000 13,222 10,000 0,000 0,000 301,041 86.372,996405 0,000 12,971 10,000 0,000 0,000 261,937 86.634,933406 0,000 13,352 10,000 0,000 0,000 263,237 86.898,170407 0,000 11,387 10,000 0,000 0,000 247,390 87.145,560408 0,000 6,816 10,000 0,000 0,000 182,026 87.327,586409 0,000 6,297 10,000 0,000 0,000 131,131 87.458,717410 0,000 6,574 10,000 0,000 0,000 128,713 87.587,430411 0,000 7,543 10,000 0,000 0,000 141,167 87.728,597412 0,000 8,967 10,000 0,000 0,000 165,100 87.893,697413 0,000 9,261 10,000 0,000 0,000 182,286 88.075,983414 0,000 8,953 10,000 0,000 0,000 182,143 88.258,126415 0,000 9,478 10,000 0,000 0,000 184,314 88.442,440

44Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.416 0,000 9,274 10,000 0,000 0,000 187,525 88.629,965417 0,000 6,341 10,000 0,000 0,000 156,156 88.786,121418 0,015 7,453 10,000 0,150 0,150 137,943 88.924,064419 0,003 9,558 10,000 0,180 0,330 170,105 89.094,169420 0,020 8,762 10,000 0,230 0,560 183,196 89.277,365421 0,018 9,044 10,000 0,380 0,940 178,061 89.455,426422 0,000 10,028 10,000 0,180 1,120 190,723 89.646,149423 0,066 9,617 10,000 0,660 1,780 196,456 89.842,605424 0,000 13,371 10,000 0,660 2,440 229,879 90.072,484425 0,000 16,192 10,000 0,000 0,000 295,620 90.368,104426 0,000 17,274 10,000 0,000 0,000 334,659 90.702,763427 0,000 18,363 10,000 0,000 0,000 356,369 91.059,132428 0,000 18,997 10,000 0,000 0,000 373,594 91.432,726429 0,000 19,556 10,000 0,000 0,000 385,528 91.818,254430 0,000 22,589 10,000 0,000 0,000 421,447 92.239,701431 0,000 21,741 10,000 0,000 0,000 443,300 92.683,001432 0,000 22,250 10,000 0,000 0,000 439,907 93.122,908433 0,000 23,520 10,000 0,000 0,000 457,691 93.580,599434 0,000 21,993 10,000 0,000 0,000 455,130 94.035,729435 0,000 22,837 10,000 0,000 0,000 448,305 94.484,034436 0,000 22,391 10,000 0,000 0,000 452,283 94.936,317437 0,000 21,112 10,000 0,000 0,000 435,032 95.371,349438 0,000 19,280 10,000 0,000 0,000 403,923 95.775,272439 0,000 18,091 10,000 0,000 0,000 373,711 96.148,983440 0,000 17,768 10,000 0,000 0,000 358,592 96.507,575441 0,000 18,174 10,000 0,000 0,000 359,424 96.866,999442 0,000 17,960 10,000 0,000 0,000 361,335 97.228,334443 0,000 13,659 10,000 0,000 0,000 316,186 97.544,520444 0,000 12,219 10,000 0,000 0,000 258,778 97.803,298445 0,002 8,561 10,000 0,020 0,020 207,792 98.011,090446 0,003 7,528 10,000 0,050 0,070 160,888 98.171,978447 0,000 5,946 10,000 0,030 0,100 134,745 98.306,723448 0,000 4,581 10,000 0,000 0,000 105,274 98.411,997449 0,000 0,000 10,000 0,000 0,000 45,812 98.457,809450 1,035 0,064 10,000 10,350 10,350 0,637 98.458,446451 1,490 0,000 10,000 25,250 35,600 0,637 98.459,083452 2,160 0,000 10,000 36,500 72,100 0,000 0,000453 2,685 0,000 10,000 48,450 120,550 0,000 0,000454 0,691 0,000 10,000 33,760 154,310 0,000 0,000455 0,000 0,642 10,000 6,910 161,220 6,422 6,422456 0,000 4,342 10,000 0,000 0,000 49,842 56,264457 0,000 8,706 10,000 0,000 0,000 130,481 186,745458 0,000 10,773 10,000 0,000 0,000 194,792 381,537459 0,000 14,663 10,000 0,000 0,000 254,358 635,895460 0,000 16,514 10,000 0,000 0,000 311,766 947,661461 0,000 18,439 10,000 0,000 0,000 349,531 1.297,192462 0,000 20,327 10,000 0,000 0,000 387,660 1.684,852463 0,000 21,184 10,000 0,000 0,000 415,103 2.099,955464 0,000 19,556 10,000 0,000 0,000 407,394 2.507,349465 0,000 19,669 10,000 0,000 0,000 392,249 2.899,598466 0,000 18,069 10,000 0,000 0,000 377,377 3.276,975467 0,000 13,138 10,000 0,000 0,000 312,065 3.589,040468 0,000 7,820 10,000 0,000 0,000 209,573 3.798,613469 0,000 1,686 10,000 0,000 0,000 95,056 3.893,669470 0,000 0,000 10,000 0,000 0,000 16,861 3.910,530

45Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.471 4,120 0,000 10,000 41,200 41,200 0,000 0,000472 9,581 0,000 10,000 137,010 178,210 0,000 0,000473 14,946 0,000 10,000 245,270 423,480 0,000 0,000474 16,296 0,000 10,000 312,420 735,900 0,000 0,000475 18,221 0,000 10,000 345,170 1081,070 0,000 0,000476 18,117 0,000 10,000 363,380 1444,450 0,000 0,000477 13,597 0,000 10,000 317,140 1761,590 0,000 0,000478 9,385 0,000 10,000 229,820 1991,410 0,000 0,000479 6,089 0,000 10,000 154,740 2146,150 0,000 0,000480 1,192 0,038 10,000 72,810 2218,960 0,377 0,377481 0,000 4,047 10,000 11,920 2230,880 40,846 41,223482 0,000 5,121 10,000 0,000 0,000 91,676 132,899483 0,000 0,000 10,000 0,000 0,000 51,207 184,106484 1,602 0,000 10,000 16,020 16,020 0,000 0,000485 6,430 0,000 10,000 80,320 96,340 0,000 0,000486 12,501 0,000 10,000 189,310 285,650 0,000 0,000487 16,315 0,000 10,000 288,160 573,810 0,000 0,000488 17,052 0,000 10,000 333,670 907,480 0,000 0,000488+6,151 17,406 0,000 3,076 105,976 1013,456 0,000 0,000489 16,363 0,000 6,925 233,833 1247,289 0,000 0,000490 15,039 0,000 10,000 314,020 1561,309 0,000 0,000491 12,387 0,000 10,000 274,260 1835,569 0,000 0,000492 7,601 0,000 10,000 199,880 2035,449 0,000 0,000493 2,808 0,250 10,000 104,090 2139,539 2,496 2,496494 0,000 6,968 10,000 28,080 2167,619 72,176 74,672495 0,000 26,829 10,000 0,000 0,000 337,974 412,646496 0,000 53,998 10,000 0,000 0,000 808,275 1.220,921497 0,000 85,479 10,000 0,000 0,000 1394,770 2.615,691497+15,000 0,000 111,457 7,500 0,000 0,000 1477,018 4.092,709498 0,000 0,000 7,500 0,000 0,000 835,926 4.928,635499 0,000 0,000 7,500 0,000 0,000 0,000 0,000499+6,000 0,000 113,295 7,500 0,000 0,000 849,713 849,713500 0,000 82,445 7,000 0,000 0,000 1370,178 2.219,890501 0,000 55,892 10,000 0,000 0,000 1383,369 3.603,259502 0,000 40,873 10,000 0,000 0,000 967,655 4.570,914503 0,000 28,224 10,000 0,000 0,000 690,976 5.261,890504 0,022 18,156 10,000 0,220 0,220 463,801 5.725,691505 0,000 15,142 10,000 0,220 0,440 332,982 6.058,673506 0,000 15,244 10,000 0,000 0,000 303,862 6.362,535507 0,000 20,891 10,000 0,000 0,000 361,348 6.723,883508 0,000 20,856 10,000 0,000 0,000 417,469 7.141,352509 0,000 12,626 10,000 0,000 0,000 334,815 7.476,167509+10,636 0,483 8,854 5,318 2,569 2,569 114,230 7.590,398510 0,000 3,946 4,682 2,261 4,830 59,929 7.650,326511 0,000 0,371 10,000 0,000 0,000 43,160 7.693,486512 0,000 0,000 10,000 0,000 0,000 3,705 7.697,191513 2,244 0,000 10,000 22,440 22,440 0,000 0,000514 6,537 0,000 10,000 87,810 110,250 0,000 0,000515 12,462 0,000 10,000 189,990 300,240 0,000 0,000516 7,687 0,000 10,000 201,490 501,730 0,000 0,000517 13,228 0,000 10,000 209,150 710,880 0,000 0,000518 16,863 0,000 10,000 300,910 1011,790 0,000 0,000519 17,745 0,000 10,000 346,080 1357,870 0,000 0,000520 17,284 0,000 10,000 350,290 1708,160 0,000 0,000521 16,223 0,000 10,000 335,070 2043,230 0,000 0,000

46Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.522 15,384 0,000 10,000 316,070 2359,300 0,000 0,000523 14,800 0,000 10,000 301,840 2661,140 0,000 0,000524 12,539 0,000 10,000 273,390 2934,530 0,000 0,000525 9,580 0,000 10,000 221,190 3155,720 0,000 0,000526 5,999 0,000 10,000 155,790 3311,510 0,000 0,000527 4,257 0,000 10,000 102,560 3414,070 0,000 0,000528 1,711 0,000 10,000 59,680 3473,750 0,000 0,000529 0,000 0,078 10,000 17,110 3490,860 0,780 0,780530 0,000 2,662 10,000 0,000 0,000 27,404 28,184531 0,000 3,770 10,000 0,000 0,000 64,324 92,508532 0,000 10,937 10,000 0,000 0,000 147,069 239,577533 0,000 14,097 10,000 0,000 0,000 250,341 489,918534 0,000 14,275 10,000 0,000 0,000 283,725 773,643535 0,000 14,186 10,000 0,000 0,000 284,609 1.058,252536 0,000 18,136 10,000 0,000 0,000 323,219 1.381,471537 0,000 21,021 10,000 0,000 0,000 391,573 1.773,044538 0,000 19,651 10,000 0,000 0,000 406,718 2.179,762539 0,000 16,068 10,000 0,000 0,000 357,188 2.536,950540 0,000 12,828 10,000 0,000 0,000 288,964 2.825,914541 0,000 11,547 10,000 0,000 0,000 243,750 3.069,664542 0,000 9,841 10,000 0,000 0,000 213,876 3.283,540543 0,000 8,966 10,000 0,000 0,000 188,071 3.471,611544 0,000 6,964 10,000 0,000 0,000 159,302 3.630,913545 0,000 6,338 10,000 0,000 0,000 133,016 3.763,929546 0,000 6,864 10,000 0,000 0,000 132,015 3.895,944547 0,000 7,350 10,000 0,000 0,000 142,142 4.038,086548 0,000 8,484 10,000 0,000 0,000 158,340 4.196,426549 0,000 7,120 10,000 0,000 0,000 156,039 4.352,465550 0,000 7,543 10,000 0,000 0,000 146,627 4.499,092551 0,000 6,686 10,000 0,000 0,000 142,285 4.641,377552 0,000 9,630 10,000 0,000 0,000 163,163 4.804,540553 0,000 8,813 10,000 0,000 0,000 184,431 4.988,971554 0,000 9,783 10,000 0,000 0,000 185,952 5.174,923555 0,000 9,708 10,000 0,000 0,000 194,909 5.369,832556 0,000 11,340 10,000 0,000 0,000 210,483 5.580,315557 0,000 13,680 10,000 0,000 0,000 250,198 5.830,513558 0,000 14,063 10,000 0,000 0,000 277,433 6.107,946559 0,000 13,664 10,000 0,000 0,000 277,277 6.385,223560 0,000 13,969 10,000 0,000 0,000 276,328 6.661,551561 0,000 13,777 10,000 0,000 0,000 277,459 6.939,010562 0,000 16,064 10,000 0,000 0,000 298,415 7.237,425563 0,000 14,622 10,000 0,000 0,000 306,865 7.544,290564 0,000 13,813 10,000 0,000 0,000 284,349 7.828,639565 0,000 12,032 10,000 0,000 0,000 258,440 8.087,079566 0,000 12,431 10,000 0,000 0,000 244,621 8.331,700567 0,000 11,280 10,000 0,000 0,000 237,107 8.568,807568 0,000 9,819 10,000 0,000 0,000 210,990 8.779,797569 0,000 8,675 10,000 0,000 0,000 184,938 8.964,735570 0,000 5,611 10,000 0,000 0,000 142,857 9.107,592571 0,000 0,237 10,000 0,000 0,000 58,474 9.166,066572 0,000 3,718 10,000 0,000 0,000 39,546 9.205,612573 0,000 5,901 10,000 0,000 0,000 96,187 9.301,799574 0,000 5,333 10,000 0,000 0,000 112,333 9.414,132575 0,000 5,300 10,000 0,000 0,000 106,327 9.520,459576 0,000 4,124 10,000 0,000 0,000 94,237 9.614,696

47Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.577 0,000 4,190 10,000 0,000 0,000 83,135 9.697,831578 0,000 1,175 10,000 0,000 0,000 53,651 9.751,482579 0,000 5,855 10,000 0,000 0,000 70,304 9.821,786580 0,000 5,369 10,000 0,000 0,000 112,242 9.934,028581 0,000 6,447 10,000 0,000 0,000 118,157 10.052,185582 0,000 6,036 10,000 0,000 0,000 124,826 10.177,011583 0,000 7,089 10,000 0,000 0,000 131,248 10.308,259584 0,000 6,793 10,000 0,000 0,000 138,814 10.447,073585 0,000 6,951 10,000 0,000 0,000 137,436 10.584,509586 0,000 9,729 10,000 0,000 0,000 166,803 10.751,312587 0,000 13,221 10,000 0,000 0,000 229,502 10.980,814588 0,000 13,849 10,000 0,000 0,000 270,699 11.251,513589 0,000 13,878 10,000 0,000 0,000 277,264 11.528,777590 0,000 14,604 10,000 0,000 0,000 284,817 11.813,594591 0,000 13,420 10,000 0,000 0,000 280,241 12.093,835592 0,000 12,688 10,000 0,000 0,000 261,079 12.354,914593 0,000 12,098 10,000 0,000 0,000 247,858 12.602,772594 0,000 11,902 10,000 0,000 0,000 239,993 12.842,765595 0,000 13,914 10,000 0,000 0,000 258,154 13.100,919596 0,000 14,214 10,000 0,000 0,000 281,281 13.382,200597 0,000 14,635 10,000 0,000 0,000 288,496 13.670,696598 0,000 13,108 10,000 0,000 0,000 277,433 13.948,129599 0,000 12,371 10,000 0,000 0,000 254,787 14.202,916600 0,000 14,738 10,000 0,000 0,000 271,089 14.474,005601 0,000 14,234 10,000 0,000 0,000 289,718 14.763,723602 0,000 13,663 10,000 0,000 0,000 278,967 15.042,690603 0,000 12,854 10,000 0,000 0,000 265,174 15.307,864604 0,000 11,064 10,000 0,000 0,000 239,187 15.547,051605 0,000 11,259 10,000 0,000 0,000 223,236 15.770,287606 0,000 10,985 10,000 0,000 0,000 222,443 15.992,730607 0,000 10,308 10,000 0,000 0,000 212,927 16.205,657608 0,000 9,296 10,000 0,000 0,000 196,040 16.401,697609 0,000 8,752 10,000 0,000 0,000 180,479 16.582,176610 0,000 7,284 10,000 0,000 0,000 160,355 16.742,531611 0,000 5,218 10,000 0,000 0,000 125,021 16.867,552612 0,000 4,965 10,000 0,000 0,000 101,829 16.969,381613 0,000 7,046 10,000 0,000 0,000 120,107 17.089,488614 0,000 7,580 10,000 0,000 0,000 146,263 17.235,751615 0,000 8,238 10,000 0,000 0,000 158,184 17.393,935616 0,000 5,513 10,000 0,000 0,000 137,514 17.531,449617 0,000 6,068 10,000 0,000 0,000 115,817 17.647,266618 0,000 6,323 10,000 0,000 0,000 123,916 17.771,182619 0,000 9,183 10,000 0,000 0,000 155,064 17.926,246620 0,000 12,978 10,000 0,000 0,000 221,611 18.147,857621 0,000 15,893 10,000 0,000 0,000 288,704 18.436,561622 0,000 16,280 10,000 0,000 0,000 321,724 18.758,285623 0,000 16,259 10,000 0,000 0,000 325,390 19.083,675624 0,000 15,105 10,000 0,000 0,000 313,638 19.397,313625 0,000 15,855 10,000 0,000 0,000 309,595 19.706,908626 0,000 15,467 10,000 0,000 0,000 313,222 20.020,130627 0,000 15,496 10,000 0,000 0,000 309,634 20.329,764628 0,000 15,529 10,000 0,000 0,000 310,245 20.640,009629 0,000 14,439 10,000 0,000 0,000 299,676 20.939,685630 0,000 11,353 10,000 0,000 0,000 257,920 21.197,605631 0,000 9,459 10,000 0,000 0,000 208,117 21.405,722

48Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.632 0,000 7,219 10,000 0,000 0,000 166,777 21.572,499633 0,000 7,924 10,000 0,000 0,000 151,424 21.723,923634 0,000 7,732 10,000 0,000 0,000 156,559 21.880,482635 0,000 8,758 10,000 0,000 0,000 164,905 22.045,387636 0,000 10,335 10,000 0,000 0,000 190,931 22.236,318637 0,000 11,470 10,000 0,000 0,000 218,049 22.454,367638 0,000 12,104 10,000 0,000 0,000 235,742 22.690,109639 0,000 12,966 10,000 0,000 0,000 250,705 22.940,814640 0,000 12,749 10,000 0,000 0,000 257,153 23.197,967641 0,000 12,520 10,000 0,000 0,000 252,694 23.450,661642 0,000 13,654 10,000 0,000 0,000 261,742 23.712,403643 0,000 12,908 10,000 0,000 0,000 265,616 23.978,019644 0,000 14,261 10,000 0,000 0,000 271,687 24.249,706645 0,000 13,905 10,000 0,000 0,000 281,658 24.531,364646 0,000 17,711 10,000 0,000 0,000 316,160 24.847,524647 0,000 15,902 10,000 0,000 0,000 336,128 25.183,652648 0,000 16,327 10,000 0,000 0,000 322,283 25.505,935649 0,000 14,664 10,000 0,000 0,000 309,907 25.815,842650 0,000 14,617 10,000 0,000 0,000 292,812 26.108,654651 0,000 14,834 10,000 0,000 0,000 294,515 26.403,169652 0,000 13,870 10,000 0,000 0,000 287,040 26.690,209653 0,000 13,763 10,000 0,000 0,000 276,328 26.966,537654 0,000 14,105 10,000 0,000 0,000 278,681 27.245,218655 0,000 15,233 10,000 0,000 0,000 293,384 27.538,602656 0,000 16,245 10,000 0,000 0,000 314,782 27.853,384657 0,000 15,664 10,000 0,000 0,000 319,085 28.172,469658 0,000 14,733 10,000 0,000 0,000 303,966 28.476,435659 0,000 15,133 10,000 0,000 0,000 298,662 28.775,097660 0,000 14,621 10,000 0,000 0,000 297,544 29.072,641661 0,000 13,415 10,000 0,000 0,000 280,358 29.352,999662 0,000 12,490 10,000 0,000 0,000 259,051 29.612,050663 0,000 10,205 10,000 0,000 0,000 226,954 29.839,004664 0,000 8,826 10,000 0,000 0,000 190,307 30.029,311665 0,000 5,909 10,000 0,000 0,000 147,342 30.176,653666 0,000 6,874 10,000 0,000 0,000 127,829 30.304,482667 0,000 6,824 10,000 0,000 0,000 136,981 30.441,463668 0,000 6,880 10,000 0,000 0,000 137,033 30.578,496669 0,000 4,771 10,000 0,000 0,000 116,506 30.695,002670 0,000 2,582 10,000 0,000 0,000 73,528 30.768,530671 0,000 5,166 10,000 0,000 0,000 77,480 30.846,010672 0,000 6,652 10,000 0,000 0,000 118,183 30.964,193673 0,000 8,094 10,000 0,000 0,000 147,459 31.111,652674 0,000 9,386 10,000 0,000 0,000 174,798 31.286,450675 0,000 12,046 10,000 0,000 0,000 214,318 31.500,768676 0,000 12,211 10,000 0,000 0,000 242,567 31.743,335677 0,000 12,168 10,000 0,000 0,000 243,789 31.987,124678 0,000 13,400 10,000 0,000 0,000 255,684 32.242,808679 0,000 14,310 10,000 0,000 0,000 277,108 32.519,916680 0,000 15,987 10,000 0,000 0,000 302,978 32.822,894681 0,000 16,810 10,000 0,000 0,000 327,977 33.150,871682 0,000 17,980 10,000 0,000 0,000 347,906 33.498,777683 0,000 16,023 10,000 0,000 0,000 340,028 33.838,805684 0,000 15,232 10,000 0,000 0,000 312,546 34.151,351685 0,000 16,063 10,000 0,000 0,000 312,949 34.464,300686 0,000 14,127 10,000 0,000 0,000 301,899 34.766,199

49Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.687 0,000 12,652 10,000 0,000 0,000 267,787 35.033,986688 0,000 13,191 10,000 0,000 0,000 258,427 35.292,413689 0,000 17,956 10,000 0,000 0,000 311,467 35.603,880690 0,000 21,008 10,000 0,000 0,000 389,636 35.993,516691 0,000 23,152 10,000 0,000 0,000 441,597 36.435,113692 0,000 26,564 10,000 0,000 0,000 497,159 36.932,272693 0,000 28,157 10,000 0,000 0,000 547,209 37.479,481694 0,000 28,201 10,000 0,000 0,000 563,576 38.043,057695 0,000 28,266 10,000 0,000 0,000 564,668 38.607,725696 0,000 23,602 10,000 0,000 0,000 518,674 39.126,399697 0,000 20,989 10,000 0,000 0,000 445,900 39.572,299698 0,000 23,798 10,000 0,000 0,000 447,863 40.020,162699 0,000 26,657 10,000 0,000 0,000 504,543 40.524,705700 0,000 23,761 10,000 0,000 0,000 504,179 41.028,884701 0,000 21,532 10,000 0,000 0,000 452,933 41.481,817702 0,000 20,463 10,000 0,000 0,000 419,952 41.901,769703 0,000 17,739 10,000 0,000 0,000 382,018 42.283,787704 0,000 14,652 10,000 0,000 0,000 323,908 42.607,695705 0,000 12,063 10,000 0,000 0,000 267,150 42.874,845706 0,000 13,506 10,000 0,000 0,000 255,684 43.130,529707 0,000 12,973 10,000 0,000 0,000 264,784 43.395,313708 0,000 10,100 10,000 0,000 0,000 230,724 43.626,037709 0,000 8,265 10,000 0,000 0,000 183,651 43.809,688710 0,000 7,835 10,000 0,000 0,000 161,005 43.970,693711 0,000 7,138 10,000 0,000 0,000 149,734 44.120,427712 0,000 7,705 10,000 0,000 0,000 148,434 44.268,861713 0,000 9,953 10,000 0,000 0,000 176,579 44.445,440714 0,000 11,513 10,000 0,000 0,000 214,656 44.660,096715 0,000 12,983 10,000 0,000 0,000 244,959 44.905,055716 0,000 14,277 10,000 0,000 0,000 272,597 45.177,652717 0,000 15,777 10,000 0,000 0,000 300,534 45.478,186718 0,000 16,584 10,000 0,000 0,000 323,609 45.801,795719 0,000 17,008 10,000 0,000 0,000 335,920 46.137,715720 0,000 17,268 10,000 0,000 0,000 342,758 46.480,473721 0,000 15,783 10,000 0,000 0,000 330,512 46.810,985722 0,000 16,046 10,000 0,000 0,000 318,292 47.129,277723 0,000 16,757 10,000 0,000 0,000 328,029 47.457,306724 0,000 16,803 10,000 0,000 0,000 335,595 47.792,901725 0,000 16,225 10,000 0,000 0,000 330,278 48.123,179726 0,000 14,093 10,000 0,000 0,000 303,186 48.426,365727 0,000 12,835 10,000 0,000 0,000 269,282 48.695,647728 0,000 10,706 10,000 0,000 0,000 235,404 48.931,051729 0,000 8,273 10,000 0,000 0,000 189,787 49.120,838730 0,000 10,434 10,000 0,000 0,000 187,070 49.307,908731 0,000 7,537 10,000 0,000 0,000 179,712 49.487,620732 0,000 6,496 10,000 0,000 0,000 140,335 49.627,955733 0,000 10,330 10,000 0,000 0,000 168,259 49.796,214734 0,000 10,183 10,000 0,000 0,000 205,127 50.001,341735 0,000 11,487 10,000 0,000 0,000 216,697 50.218,038736 0,000 13,031 10,000 0,000 0,000 245,180 50.463,218737 0,000 12,485 10,000 0,000 0,000 255,164 50.718,382738 0,000 12,723 10,000 0,000 0,000 252,083 50.970,465739 0,000 13,179 10,000 0,000 0,000 259,025 51.229,490740 0,000 13,692 10,000 0,000 0,000 268,710 51.498,200741 0,000 15,005 10,000 0,000 0,000 286,962 51.785,162

50Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.742 0,001 11,408 10,000 0,010 0,010 264,121 52.049,283743 0,002 9,088 10,000 0,030 0,040 204,958 52.254,241744 0,000 11,645 10,000 0,020 0,060 207,337 52.461,578745 0,000 10,408 10,000 0,000 0,000 220,532 52.682,110746 0,000 9,461 10,000 0,000 0,000 198,692 52.880,802747 0,000 8,081 10,000 0,000 0,000 175,422 53.056,224748 0,000 8,740 10,000 0,000 0,000 168,207 53.224,431749 0,000 9,417 10,000 0,000 0,000 181,571 53.406,002750 0,000 9,754 10,000 0,000 0,000 191,711 53.597,713751 0,000 10,368 10,000 0,000 0,000 201,214 53.798,927752 0,000 9,005 10,000 0,000 0,000 193,726 53.992,653753 0,000 8,418 10,000 0,000 0,000 174,226 54.166,879754 0,000 7,729 10,000 0,000 0,000 161,460 54.328,339755 0,000 6,621 10,000 0,000 0,000 143,494 54.471,833756 0,000 4,542 10,000 0,000 0,000 111,631 54.583,464757 0,000 4,047 10,000 0,000 0,000 85,891 54.669,355758 0,000 8,983 10,000 0,000 0,000 130,299 54.799,654759 0,000 5,816 10,000 0,000 0,000 147,992 54.947,646760 0,000 7,147 10,000 0,000 0,000 129,636 55.077,282761 0,000 7,298 10,000 0,000 0,000 144,456 55.221,738762 0,000 9,861 10,000 0,000 0,000 171,587 55.393,325763 0,000 9,065 10,000 0,000 0,000 189,254 55.582,579764 0,000 8,324 10,000 0,000 0,000 173,888 55.756,467765 0,000 10,035 10,000 0,000 0,000 183,586 55.940,053766 0,000 10,617 10,000 0,000 0,000 206,518 56.146,571767 0,000 11,280 10,000 0,000 0,000 218,972 56.365,543768 0,000 10,225 10,000 0,000 0,000 215,046 56.580,589769 0,000 8,804 10,000 0,000 0,000 190,281 56.770,870770 0,000 6,760 10,000 0,000 0,000 155,636 56.926,506771 0,000 10,356 10,000 0,000 0,000 171,158 57.097,664772 0,000 10,162 10,000 0,000 0,000 205,179 57.302,843773 0,000 12,631 10,000 0,000 0,000 227,929 57.530,772774 0,000 12,323 10,000 0,000 0,000 249,535 57.780,307775 0,000 10,985 10,000 0,000 0,000 233,077 58.013,384776 0,000 12,940 10,000 0,000 0,000 239,252 58.252,636777 0,000 11,846 10,000 0,000 0,000 247,858 58.500,494778 0,000 12,139 10,000 0,000 0,000 239,850 58.740,344779 0,000 8,551 10,000 0,000 0,000 206,908 58.947,252780 0,001 9,498 10,000 0,010 0,010 180,492 59.127,744781 0,000 9,052 10,000 0,010 0,020 185,497 59.313,241782 0,000 8,265 10,000 0,000 0,000 173,173 59.486,414783 0,000 7,118 10,000 0,000 0,000 153,829 59.640,243784 0,001 6,442 10,000 0,010 0,010 135,590 59.775,833785 0,078 6,850 10,000 0,790 0,800 132,912 59.908,745786 0,000 5,407 10,000 0,780 1,580 122,564 60.031,309787 0,000 4,804 10,000 0,000 0,000 102,102 60.133,411788 0,000 6,971 10,000 0,000 0,000 117,741 60.251,152789 0,000 9,516 10,000 0,000 0,000 164,866 60.416,018790 0,000 10,368 10,000 0,000 0,000 198,835 60.614,853791 0,000 12,068 10,000 0,000 0,000 224,354 60.839,207792 0,000 14,342 10,000 0,000 0,000 264,095 61.103,302793 0,000 12,303 10,000 0,000 0,000 266,448 61.369,750794 0,000 14,842 10,000 0,000 0,000 271,453 61.641,203795 0,000 20,510 10,000 0,000 0,000 353,522 61.994,725796 0,000 24,157 10,000 0,000 0,000 446,667 62.441,392

51Categorias: 1Fator de Conversão de Volumes: 1.3Rodovia: MS‐324 Subtrecho: Água Clara ‐ Entroncamento BR‐060/MSCálculo de Volume por Comparação de Perfis: Terreno x ProjetoEstaca Área Corte Área Aterro Semi‐Dist. Vol. Corte V.C.Acum. Vol.Aterro V.A.Acum.797 0,000 31,183 10,000 0,000 0,000 553,397 62.994,789798 0,000 36,187 10,000 0,000 0,000 673,699 63.668,488799 0,000 41,954 10,000 0,000 0,000 781,404 64.449,892800 0,000 46,163 10,000 0,000 0,000 881,166 65.331,058801 0,000 33,973 10,000 0,000 0,000 801,359 66.132,417802 0,000 30,211 10,000 0,000 0,000 641,836 66.774,253803 0,000 31,144 10,000 0,000 0,000 613,548 67.387,801804 0,000 30,267 10,000 0,000 0,000 614,107 68.001,908805 0,000 23,462 10,000 0,000 0,000 537,290 68.539,198806 0,000 19,002 10,000 0,000 0,000 424,645 68.963,843807 0,000 14,140 10,000 0,000 0,000 331,422 69.295,265808 0,000 11,726 10,000 0,000 0,000 258,661 69.553,926809 0,000 8,035 10,000 0,000 0,000 197,613 69.751,539810 0,000 4,131 10,000 0,000 0,000 121,667 69.873,206811 0,000 0,000 10,000 0,000 0,000 41,314 69.914,520812 2,573 0,000 10,000 25,730 25,730 0,000 0,000813 4,542 0,000 10,000 71,150 96,880 0,000 0,000814 6,446 0,000 10,000 109,880 206,760 0,000 0,000815 7,760 0,000 10,000 142,060 348,820 0,000 0,000816 8,983 0,000 10,000 167,430 516,250 0,000 0,000817 10,030 0,000 10,000 190,130 706,380 0,000 0,000