超好用工程量计算书-工程量清单Excel

第 1 页，共 11 页工 程 量 计 算 书项目名称：序号工程项目及计算公式数量单位备注基础土方开挖公式 h/6[ab+(a+a1)*(b+b1)+a1b1一基面土方挖除1`(1.66+0+0+0)/4*10*1041.50 `(1.66+2.81+0+0)/4*10*10111.75 `(2.81+3.01+0+0)/4*10*10145.50 `(3.01+2.85+3.31+0)/4*10*10229.25 `(1.68+1.66+0+0)/4*10*1083.50 `(1.68+1.66+2.71+2.81)/4*10*10221.50 `(2.71+2.81+2.71+3.01)/4*10*10281.00 `(2.71+3.01+3.40+2.85)/4*10*10299.25 `(0.66+1.68+0+0)/4*10*1058.50 `(0.66+1.68+0.97+2.71)/4*10*10150.50 `(0.97+2.71+0.97+2.71)/4*10*10184.00 `(0.97+2.71+1.81+3.40)/4*10*10222.25 `(0.41+0.66+0+0)/4*10*1026.75 `(0.41+0.66+0.81+0.97)/4*10*1071.25 `(0.81+0.97+0.81+0.97)/4*10*1089.00 `(0.81+0.97+1.16+1.81)/4*10*10118.75 `(0.41+0+0+0)/4*5*105.13 `(0.41+0.81+0+0)/4*5*1015.25 `(0.81+0.81+0+0)/4*5*1020.25 `(3.31+1.16+0.81+0)/4*5*1066.00 合计2440.88 m32`((3.436+3.031)*0.5-(2.686+2.551)*0.5)*20*50615.000 `((3.031+3.326)*0.5-(2.537+2.551)*0.5)*20*50634.500 小计1249.50 3690.375 m3A二基面以下土方回填以下为旋喷桩范围1`(1.0+2.5)*20*553850.000 `(1.0+2.5)*20*27.51925.000 3556.000 2跨崎沟溪段回填土围堰及引水另计2299.733 377.700 4项目部场地土方挖运方格1方格2方格3方格4方格5方格6方格7方格8方格9方格10方格11方格12方格13方格14方格15方格16方格17方格18方格19方格20点12~14基面土方挖运基面以上挖土方合计CB8-1~崎沟溪边L=240米CB8-1边2.5米水深水塘回填崎沟溪边2.5米水深水塘回填CB8-1~崎沟溪边基面回填`((2.305-0.979)+(2.392-2.089)+(2.25-2.099)+(2.539-1.637)+(2.73-1.937)+(2.907-1.937))/6*20*240L=140米`((2.907-1.93)+(3.377-1.786)+(2.992-3.096))/3*20*140崎沟溪边至CB13-C方向210米处 L=210米`((2.992-3.096)+(2.816-2.601)+(2.681-2.681)+(2.537-2.537)+(2.551-2.551)+(2.686-2.686))/6*20*210CB13-C方向210米处至BRT边 L=265米第 2 页，共 11 页工 程 量 计 算 书项目名称：序号工程项目及计算公式数量单位备注`(1.0+2.0)*20*1358100.000 6500.450 5218.894 钢板桩范围合计26527.778 m3B三基坑土方开挖`240/259.600 1H1 `(2.35+2.55)/2+0.85+1.34.600 5.749 基坑内H2 `(2.392+2.305)/2-(-(2.35+2.55)/2+3.65)1.149 放坡段基坑内 `5.92*4.6*25.6697.139 两侧边253.468 放坡段 `(7.12+7.12+1.149*2)*1.149*0.5*25.6243.228 小计2387.670 C2H1 `(2.35+2.55)/2+0.85+1.34.600 5.721 基坑内H2 `(2.392+2.250)/2-(-(2.35+2.55)/2+3.65)1.121 放坡段基坑内 `5.92*4.6*25.6697.139 两侧边250.089 放坡段 `(7.12+7.12+1.121*2)*1.121*0.5*25.6236.497 小计2367.450 C3H1 `(2.35+2.55)/2+0.85+1.34.600 5.795 基坑内H2 `(2.539+2.250)/2-(-(2.35+2.55)/2+3.65)1.195 放坡段基坑内 `5.92*4.6*25.6697.139 两侧边259.085 放坡段 `(7.12+7.12+1.195*2)*1.195*0.5*25.6254.372 小计2421.194 C4H1 `(2.35+2.55)/2+0.85+1.34.600 6.035 基坑内H2 `(2.539+2.730)/2-(-(2.35+2.55)/2+3.65)1.435 放坡段基坑内 `5.92*4.6*25.6697.139 两侧边289.731 放坡段 `(7.12+7.12+1.435*2)*1.435*0.5*25.6314.276 小计2602.293 C5H1 `(2.35+2.55)/2+0.85+1.34.600 6.219 基坑内H2 `(2.907+2.730)/2-(-(2.35+2.55)/2+3.65)1.619 放坡段基坑内 `5.92*4.6*25.6697.139 两侧边314.784 放坡段 `(7.12+7.12+1.619*2)*1.619*0.5*25.6362.200 2.0米水深水塘回填CB13-C方向210米处至BRT边基面回填`((2.686-2.686)+(2.711-1.171)+(2.911-1.171)+(3.036-1.511)+(3.065-1.931)+(3.471-2.051))/6*20*265CB14~CB16处基面回填`（3.311-(3.375+2.271+3.315)/3）*20*(16.88+16.9)CB8-1至崎沟溪边 总240米、按25米施工段计算、按9.6段第1~2段`(7.12+1.149*2+5.92)/2*(4.6+1.149)*(4.6+1.149)*0.5*2第3~4段`(7.12+1.121*2+5.92)/2*(4.6+1.121)*(4.6+1.121)*0.5*...