公路改建工程-路基土石方数量计算表

路基土石方数量计算表,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

公路改建工程,,,,,,,,,,,,,,,,,,S3-15,,,,,,,,,第1页共7页,,,,

桩号,横断面,,距离(m),挖方分类及数量(m3),,,,,,,,,,,,,填方数量(m3),,,利用方数量及调配(m3),,,,,,,借方数量,,弃方数量,,备注

,面积,,,总数量,土,,,,,,石,,,,,,,,,,,,,,,,(m3)及运距,,(m3)及运距,,

,(m2),,,,Ⅰ,,Ⅱ,,Ⅲ,,Ⅳ,,Ⅴ,,Ⅵ,,,,,本桩利用,,填缺,,挖余,,远运利用及纵向调配示意,(Km),,(Km),,

,挖方,填方,,,%,数量,%,数量,%,数量,%,数量,%,数量,%,数量,总数量,土,石,土,石,土,石,土,石,,土,石,土,石,

1,2,3,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33

K0+000,6.00,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

K0+020,,2.31,20.00,60,5,3,5,3,,,,,40,24,50,30,23,23,,6,,17,,,54,,,,,,

K0+040,10.20,7.73,20.00,102,5,5,5,5,,,,,40,41,50,51,100,100,,10,,90,,,92,,,,,,

K0+060,27.57,8.73,20.00,378,5,19,5,19,,,,,40,151,50,189,165,165,,38,,127,,,340,,,,,,

K0+077.437,95.04,,17.44,1069,5,53,5,53,,,,,40,428,50,534,76,76,,76,,,,31,962,,,,,,

K0+097.437,100.06,,20.00,1951,5,98,5,98,,,,,40,780,50,975,,,,,,,,195,1756,,,,,,

K0+117.437,69.36,,20.00,1694,5,85,5,85,,,,,40,678,50,847,,,,,,,,169,1525,,,,,,

K0+137.437,54.03,,20.00,1234,5,62,5,62,,,,,40,494,50,617,,,,,,,,123,1110,,,,,,

K0+157.437,98.28,,20.00,1523,5,76,5,76,,,,,40,609,50,762,,,,,,,,152,1371,,,,,,

K0+177.437,137.63,,20.00,2359,5,118,5,118,,,,,40,944,50,1180,,,,,,,,236,2123,,,,,,

K0+197.437,102.11,,20.00,2397,5,120,5,120,,,,,40,959,50,1199,,,,,,,,240,2158,,,,,,

K0+217.437,41.97,,20.00,1441,5,72,5,72,,,,,40,576,50,720,,,,,,,,144,1297,,,,,,

K0+237.437,3.77,5.49,20.00,457,5,23,5,23,,,,,40,183,50,229,55,55,,46,,9,,,412,,,,,,

K0+257.437,,25.34,20.00,38,5,2,5,2,,,,,40,15,50,19,308,308,,4,,305,,,34,,,,,,

K0+277.437,,26.26,20.00,,5,,5,,,,,,40,,50,,516,516,,,,516,,,,,,,,,

K0+297.437,0.22,3.47,20.00,2,5,0,5,0,,,,,40,1,50,1,297,297,,0,,297,,,2,,,,,,

K0+317.437,7.48,0.16,20.00,77,5,4,5,4,,,,,40,31,50,38,36,36,,8,,29,,,69,,,,,,

K0+337.437,1.14,4.11,20.00,86,5,4,5,4,,,,,40,34,50,43,43,43,,9,,34,,,78,,,,,,

K0+357.437,,12.21,20.00,11,5,1,5,1,,,,,40,5,50,6,163,163,,1,,162,,,10,,,,,,

K0+377.437,,52.17,20.00,,5,,5,,,,,,40,,50,,644,644,,,,644,,,,,,,,,

K0+390.001,,27.70,12.56,,5,,5,,,,,,40,,50,,502,502,,,,502,,,,,,,,,

K0+397.437,,29.82,7.44,,5,,5,,,,,,40,,50,,214,214,,,,214,,,,,,,,,

K0+417.437,,35.38,20.00,,5,,5,,,,,,40,,50,,652,652,,,,652,,,,,,,,,

K0+437.437,2.02,2.04,20.00,20,5,1,5,1,,,,,40,8,50,10,374,374,,2,,372,,,18,,,,,,

K0+457.437,0.78,1.41,20.00,28,5,1,5,1,,,,,40,11,50,14,34,34,,3,,32,,,25,,,,,,

K0+477.437,0.10,6.44,20.00,9,5,0,5,0,,,,,40,4,50,4,78,78,,1,,78,,,8,,,,,,

K0+497.437,3.62,1.46,20.00,37,5,2,5,2,,,,,40,15,50,19,79,79,,4,,75,,,33,,,,,,

小计,,,,14974,,749,,749,,,,,,5990,,7487,4361,4361,,207,,4154