前期工程土方工程量.doc

施工场地挖运土方工程量序号计 算 式（单位：m3）1-1(93.149+92.991+93.589+94.106）/490.2)100=325.881-2(92.991+92.543+94.106+93.196)/490.2100=300.901-3(92.543+92.452+93.196+92.336)/490.2100=243.181-4(92.452+92.336)/290.2(6.2+9.38)/210=170.912-1(93.569+94.106+93.039+92.796)/490.2100=317.752-2(94.106+93.196+92.796+93.169)/490.2100=311.682-3(93.196+92.336+93.169+92.152)/490.2100=251.332-4(92.336+92.152+92.113)/390.2100=200.032-5(92.11390.2)2.688.71/2=22.333-1(93.039+92.796+92.876+92.721)/490.2100=275.133-2(92.796+93.169+92.721+93.206)/490.2100=277.303-3(93.169+92.152+93.169+92.152)/490.2100=246.053-4(92.152+92.113+92.469+92.338)/490.2100=206.803-5(92.113+92.338)/290.2(3.35+6.7)/2100=101.784-1(92.876+92.721+92.350+92.309)/490.2100=236.404-2(92.721+93.206+92.306+91.741)/490.2100=229.354-3(93.206+92.469+91.741+91.959)/490.2100=214.384-4(92.469+92.338+91.959+91.452)/490.2100=185.454-5(92.338+91.452+91.265)/390.2(6.7+10)/2100=124.00本页合计:4240.63M3施工场地挖运土方工程序号计 算 式（单位：m3）5-1(92.35+92.309+91.795+91.863）/490.2)100=187.935-2(92.309+91.741+91.836+91.708)/490.2100=169.855-3(91.741+91.959+91.708+91.782)/490.2100=159.755-4(91.959+91.452+91.782+91.256)/490.2100=141.235-5(91.452+91.265+91.256+91.112)/490.2100=107.135-6(91.265+91.112)/290.24.0210/2=69.29路边(93.149+93.569+93.039+92.876+92.35+91.795)/690.2502=259.63高程:89.700m6-1(91.795+91.836+91.36+90.943)/489.7100=178.356-2(91.836+91.708+90.943+90.900)/489.7100=164.686-3(91.708+91.782+90.9+89.544)/489.7100=128.356-4(91.782+91.256+89.544+90.371)/489.7100=103.836-5(91.256+91.112+90.371+90.432)/489.7100=109.286-6(91.112+90.432)/289.7(4.02+7.37)/2100=61.057-1(91.360+90.943+90.566+90.350)/489.7100=110.487-2(90.943+90.9+90.35+90.10)/489.7100=87.337-3(90.9+89.544+90.1+89.891)/489.7100=40.887-4(89.544+90.371+89.891+89.626)/489.7100=15.807-5(90.371+90.432+89.626+89.518)/489.7100=28.68本页合计:2123.52m3施工场地挖运土方工程量序号计 算 式（单位：m3）7-6(90.432+89.518+89.221)/389.7(7.37+100)/2100=2.028-1(90.565+90.35+90.359+89.704)/489.7100=54.458-2(90.35+90.1+89.704+89.584)/489.7100=23.45路(91.795+91.35+90.355+90.359)/489.780=101.18高程:86.400m11-1(87.256+88.837+88.76+87.421)/486.4100=167.7511-2(88.837+88.753+87.421+87.632)/486.4100=176.0811-3(88.753+88.159+87.632+87.398)/486.4100=158.5511-4(88.159+87.541+87.398+86.831)/486.4100=108.2311-5(87.541+87.556+86.831+86.481)/486.4100=70.2311-6(87.556+88.167+86.481+87.414)/486.4100=100.4511-7(88.167+87.414)/286.4(6.7+9.38)/2100=111.8012-1(88.796+87.421+88.823+87.236)/486.4100=166.9012-2(87.421+87.882+87.236+87.354)/486.4100=147.3312-3(87.882+87.396+87.354+87.269)/486.4100=107.6512-4(87.396+86.831+87.269+86.412)/486.4100=57.7012-5(86.831+86.481+86.412+87.212)/486.4100=33.4012-6(86.481+87.414+87.212+87.299)/486.4100=70.15本页合计:1657.32m3施工场地挖运土方工程量序号计 算 式（单位：m3）12-7(87.414+87.299+87.631)/386.4100=104.8013-1(88.823+87.236+87.324+87.243)/486.4100=125.6513-2(87.296+87.354+87.243+87.759)/486.4100=124.8013-3(87.354+86.269+88.759+88.659)/486.4100=111.4013-4(87.269+86.412+88.859+86.574)/486.4100=88.5913-5(86.412+87.212+86.574+86.875)/486.4100=36.8313-6（87.212+87.299+86.875+86.549）/4-86.4100=58.3813-7(87.299+87.631+86.549+86.609)/486.4100=62.2013-8(87.631+86.809)/286.4（2.01+4.02）/2100=24.1514-1(87.324+87.243+87.246+87.579)/486.4100=94.8014-2(87.243+88.759+87.579+88.796)/486.4100=169.4314-3(88.759+88.859+88.796+86.958)/486.4100=192.0814-4(88.859+86.574+86.956+86.535)/486.4100=83.1014-5(86.574+86.875+86.535+87.253)/486.4100=40.9314-6(86.875+86.549+87.253+86.904)/486.4100=49.5314-7(86.549+86.809+86.904+86.435)/486.4100=27.4314-8(86.809+86.435)/286.4（4.02+6.7）/2100=11.8215-1(87.245+87.579+87.250+87.181)/486.4100=91.3815-2(87.579+88.798+87.181+86.980)/486.4100=123.45本页合计:1620.75m3施工场地挖运土方工程量序号计 算 式（单位：m3）153(88.796+86.958+86.98+87.214)/486.4100=108.70154(86.958+86.535+87.214+86.583)/486.4100=42.2515-5(86.535+87.253+86.583+87.146)/486.4100=47.9315-6(87.253+86.904+87.146+87.132)/486.4100=70.8815-7(86.904+86.435+87.132+87.199)/486.4100=51.7515-8(86.435+87.199)/286.4(6.7+8.71)/2100=32.1316-1（87.250+87.181+86.253+87.305）/4-86.4100=59.7316-2(87.181+86.980+87.305+87.138)/486.4100=75.1016-3(86.980+87.214+87.138+86.931)/486.4100=66.5816-4(87.214+86.583+86.931+86.771)/486.4100=47.4816-5(86.583+87.146+86.771+86.886)/486.4100=44.1516-6(87.146+87.132+86.886+86.754)/486.4100=57.4516-7(87.146+87.199+86.754+87.115)/486.4100=65.3516-8(87.199+87.11