主体与装饰工程量计算表格.doc

本文档系作者精心整理编辑，实用价值高。工 程 量 计 算 表 共 页 第 1 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明1010101001001平整场地40.8*15+4.4*1.8m2619.92清单量40.8*15+4.4*1.8+2*（40.8*2+15*2+2*1.8）+16m2866.32实际量2010101003001挖基础土方J-1：(1.9+0.2)*(1.9+0.2)*(2.6+0.1-0.15)*21m3236.156清单量J-2：(2.7+0.2)*(2.7+0.2)*(2.6+0.1-0.15)*8m3171.564J-3： (2.5+0.2)*(2.5+0.2)*(2.6+0.1-0.15)*2m337.179J-4：(2.5+0.2)*(2.5+0.2)*(2.6+0.1-0.15)*10m3185.895J-5：(5.2+0.2)*(3.1+0.2)*(2.6+0.1-0.15)*1m345.441J-6：(1.2+0.2)*(1.2+0.2)*(2.6+0.1-0.15)*2m39.996总计：236.156+171.564+37.179+185.895+45.441+9.996m3686.2313-E以下：2.7*18.6*0.1+(2.7+2.7+2*2*2.45*0.33)*2.45/2*18.6+(2.45*2.45*0.33/2)*2.7*3+(12+2*2.45*0.33)/2*2.45*(1.55-2.45*0.33)m3505.06实际量(其中留300mm人工挖)3-E以上：25.3*17.8*0.1+ (17.8+17.8+2*2.45*0.33)/2*2.45*(24.5+0.4)+(2.45*2.45*0.33)*17.8/2m31197.87总计：505.06+1197.87m31702.93人工挖：2.7*18.6*0.1+(2.7+2.7+2*0.2*0.33)*0.33/2*18.6+(0.2*0.2*0.33/2)*2.7*3+(12+2*0.2*0.33)/2*0.2*(1.55-0.2*0.33)+25.3*17.8*0.1+ (17.8+17.8+2*0.2*0.33)/2*0.2*(24.5+0.4)+ (0.2*0.2*0.33)*17.8/2m3467.143010103001001土方回填1702.93-26.911-42.335-22.593-7.626-7.954m31595.5114010304001001空心砖墙、砌块墙(15+40.8)*2-0.4*16-0.5*8-0.2*6*0.2*0.02+(8.2+5.4)*0.2*0.02+12*0.2*0.02+12.6*0.2*0.4+2.5*0.2*0.02+25*0.2*0.02+40.2*0.2*0.02+13.6*0.2*0.02+3.6*0.2*0.02m31.850.000以下工 程 量 计 算 表 第 2 页顺序号清单编号分部分项工程名称计 算 式 单位数 量说明5010304001002空心砖墙、砌块墙外墙：64.9*0.2*(3.58-0.4)+7.1*0.2*(3.58-0.5)+12.5*0.2*(3.58-0.5)+6.9*0.2*(3.58-0.35)+5.4*0.2*(3.58-0.75)-1.5*2.1*2*0.2-1.5*1.5*8*0.2-2.1*3*0.2*10-0.096-0.384-0.936=42内墙：2.6*(3.58-0.75)*0.2+5.9*(3.58-0.45)*0.2+12*(3.58-0.4)*0.2+12.6*0.2*(3.58-0.4)+12.5*0.2*(3.58-0.5)+12.6*0.2*(3.58-0.4)+(15-1.2-0.54)*0.2*(3.58-0.5)*2+7.6*(3.58-0.65)*0.2+5.9*(3.58-0.45)*0.2+(15-1.2-0.54)*0.2*(3.58-0.65)+4*2*0.2*(3.58-0.5)=73.71m3115.710.003.580层墙厚2006010304001003空心砖墙、砌块墙外墙：5.6*4*0.2*(2.98-0.5)+14.6*0.2*(2.98-0.4)+34.9*0.2*(2.98-0.4)+9.6*0.2*(2.98-0.4)+5*0.2*(2.98-0.35)-(4*1.5*1.7+2*0.6*1.7+2*0.8*2.1+2*1.8*2.6+1.2*2.1+2.1*2.6+2.1*1.7+2*1.5*2.1+2*1.5*1.1+6*3.14*0.0375*0.0375+2*3.14*0.05*0.05)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=34.43内墙：21.3*0.2*(2.98-0.4)+23.8*0.2*(2.98-0.45)-6*0.9*2.1*0.2-2*2.1*0.2-2*0.8*2.1-0.1512-0.054-0.026=16.34m350.773.6层6.58层墙厚2007010301001004空心砖墙、砌块墙外墙：34.9*0.2*(2.98-0.4)+9.6*0.2*(2.98-0.4)+5*0.2*(2.98-0.35)-(4*1.5*1.7+2*0.6*1.7+2*0.8*2.1+2*1.8*2.6+1.2*2.1+2.1*2.6+2.1*1.7+2*1.5*2.1+2*1.5*1.1+6*3.14*0.0375*0.0375+2*3.14*0.05*0.05)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=15.79内墙：21.3*0.2*(2.98-0.4)+23.8*0.2*(2.98-0.45)-6*0.9*2.1*0.2-2*2.1*0.2-2*0.8*2.1-0.1512-0.054-0.026=16.34m332.136.6层9.58层墙厚200工 程 量 计 算 表 第 3 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明8010301001005空心砖墙、砌块墙外墙：34.9*0.2*(2.98-0.4)+9.6*0.2*(2.98-0.4)+5*0.2*(2.98-0.35)-(4*1.5*1.7+2*0.6*1.7+2*0.8*2.1+2*1.8*2.6+1.2*2.1+2.1*2.6+2.1*1.7+2*1.5*2.1+2*1.5*1.1+6*3.14*0.0375*0.0375+2*3.14*0.05*0.05)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=15.79内墙：21.3*0.2*(2.98-0.4)+23.8*0.2*(2.98-0.45)-6*0.9*2.1*0.2-2*2.1*0.2-2*0.8*2.1-0.1512-0.054-0.026=16.34m332.139.6层12.58层9010301001006外墙：21.85*0.2*2.6*2+1.4*0.2*2.55+1.5*0.2*2.55-(4*1.5*1.7+2*2.1*2.6+2*1.8*2.6+2*0.8*2.1+2*0.6*1.7)*0.2-0.192-0.1872-0.1104-0.0468-0.0396=16.45内墙：12.4*0.2*3.2+4.2*0.2*3.2+7.2*0.2*3.2+3.4*0.2*3.2+8.9*0.2*3.2+5.9*0.2*3.2+2.6*0.2*3.6+1.7*0.2*3.15+1.4*0.2*3.2+1.6*0.2*3.2=31.74m348.1912.6层以上10010301001007空心砖墙、砌块墙5.2*0.115*(2.98-0.25)*3+5.6*0.115*(2.98-0.4)*3-4*2*0.8*2.1*0.115-4*2*1.5*2.1*0.115-0.384-0.1872+5.2*0.115*(18-12.6-0.25)+5.6*0.115*(17.4-12.6-0.4)m310.78墙厚115独立基础J-1：0.4/3*(1.9*1.9+0.5*0.5)+SQRT(1.9*1.9*0.5*0.5)*21m313.47J-2：0.4/3*(2.7*2.7+0.6*0.6)+SQRT(2.7*2.7*0.6*0.6)*89.9J-3：0.4/3*(2.5*2.5+0.6*0.7)+SQRT(2.5*2.5*0.6*0.7)*22.21J-4：0.4/3*(2.5*2.5+0.6*0.6)+SQRT(2.5*2.5*0.6*0.6)*1010.81J-5：0.4/3*(5.2*3.1+4.6*2.4)+SQRT(5.2*3.1*4.6*2.4)*15.4J-6：0.4/3*(1.2*1.2+0.4*0.4)+SQRT(1.2*1.2*0.4*0.4)*20.56合计：13.47+9.9+2.21+10.81+5.4+0.5642.35工 程 量 计 算 表 第 4 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明基础垫层J-1：2.1*2.1*0.1*21m39.26J-2：2.9*2.9*0.1*86.73J-3：2.7*2.7*0.1*21.46J-4：2.7*2.7*0.1*107.29J-5：5.4*3.3*0.11.78J-6：1.4*1.4*0.1*20.39合计：9.26+6.73+1.46+7.29+1.78+0.3926.91基础梁(15-3*0.4)*0.3*0.75+(3.3+2.8+2.6-0.3-0.2)*0.3*0.754.95300*750(3.6+3.8-0.3-0.2)*0.3*0.65*22.691300*650(15-3*0.4)*0.3*0.5*3+(3.6+3.8-0.3-0.2)*0.3*0.5*2+(2.8+3.3-0.2-0.3)*0.3*0.59.12300*500(1.8-0.1-0.2)*2*0.3*0.40.36300*400(4-0.1-0.1)*0.25*0.55+(4-0.1-0.2)*0.25*0.551.031250*550(4-0.2-0.2+4-0.3-0.2)*0.2*0.550.781200*550(40.8-0.4*7-4*0.5-(4-0.2-0.2)*0.2*0.4+(40.8-0.4*7-4*0.5-3.6-3.5)*0.2*0.4+(15-3*0.4+15-5*0.5+15-5*0.5+15-4*0.5-2*0.2+15-6*0.5)*0.2*0.49.976200*400(4-0.2-0.2)*0.2*0.350.252200*350(3.3-0.1-0.1)*0.2*0.3+(3.3-0.2-0.1)*0.2*0.30.366200*300(3.3+2.8-0.1-0.1)*2*0.2*0.51.18200*500合计：4.95+2.691+9.12+0.36+1.031+0.781+9.976+0.252+0.366+1.1836.71室外地坪以下22.593m3工 程 量 计 算 表 第 5 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明圈梁0.2*0.18*7.6+0.2*0.18*7.60.55宽度1000梁高90过梁M3：1.5*0.09*0.2*100.27M4：1.4*0.09*0.2*200.504M5：1.3*0.09*0.115*100.135C2：1.1*0.09*0.2*100.198C3：1.1*0.09*0.2*100.198C1：2*0.12*0.2*80.384宽度1800梁高120C4：1.7*0.12*0.2*50.204C4:2*0.12*0.2*20.192TLC-1：2*0.12*0.2*200.96M1：2*0.12*0.2*40.192M2：1.7*0.12*0.20.0408M6：2*0.12*0.115*100.276M7：2.3*0.12*0.2*100.552C1：2.6*0.18*0.20.0936宽度2400梁高180M1：2.6*0.18*0.2*100.936M7：2.6*0.18*0.2*100.936合计：0.27+0.504+0.135+0.198+0.198+0.384+0.204+0.192+0.96+0.192+0.0408+0.276+0.552+0.0936+0.936+0.9366.08有梁板H=120：6.9*3*0.3*0.5+6.9*0.3*0.65+10.7*2*0.2*0.4+(7.2*3.8+7.2*3.653.580层工 程 量 计 算 表 第 6 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明有梁板+7.2*3.8)*0.12+7.1*2*0.2*0.4+6.9*2*0.3*0.5+(7.2*3.65+4.3*3.55)*0.12+13.8*0.3*0.5+6.9*0.3*0.65+10.8*0.2*0.4+3.95*6.9*0.12*2+5.4*0.3*0.5+5.4*0.3*0.75+7*0.2*0.4+3.8*5.9*0.1240.173.580层H=110：25.55*0.2*0.4+5.45*0.2*0.5+(3.75*3.4+3.7*3.4+3.4*4.6)*0.11*2+12.8*0.2*0.4+6.6*0.2*0.5+3.7*3.6*0.11*218.81H=100：18.95*0.2*0.4+(3.1*3.8+3.7*3.1)*0.1*27.7H=90：7.3*0.2*0.4+2.4*0.2*0.35+2.4*3.4*0.09-2.4*0.2*0.35+40.8*0.2*0.4+9.6*0.3*0.4+4.8*0.2*0.5+1.6*0.2*0.4+1.5*0.2*0.65+1.6*(3.7+3.7+3.7+4.6+3.7+3.7+3.65+3.8+3.65+3.65)*0.09+3.7+0.2*0.4+7.4*0.35*0.2+3.6*1.3*2*0.09+3.6*2.25*2*0.09+5*0.3*0.75+3.7*0.2*0.5+3.7*2.4*0.09+(2.6*0.2*0.35+2.4*0.2*0.25+2.15*0.2*0.4+2.4*0.2*0.5+3.4*0.2*0.5+3.4*0.2*0.4+2.6*2.1*0.09+2.6*0.09+1.9*2.6*0.09+1.6*2.6*0.09)*2+4.8*0.2*0.35+4.8*0.2*0.4+(2.4*2.5+1.4*2.4+3.7*2.4)*0.09-2.4*0.2*0.35+7.4*4.6*0.0935.64H=100：1.5*0.2*0.4*2+3.6*0.2*0.4+1.8*4*0.1+2.4*0.2*0.4+1*0.2*0.4*2+2.4*1*0.1+(3.1*0.2*0.4+3.1*0.2*0.45+2.65*0.2*0.4+3.1*3.7*0.1)*25.736.580层H=110：(6.1-0.3-0.2)*2*0.2*0.5+(4-0.2-0.3)*0.25*0.4+(4-0.1-0.2)*0.25*0.4+6.1*4*0.11-(0.3*0.3+0.3*0.3+0.2*0.1+0.2*0.1)*0.11)*2+(3.8-0.5)*0.2*0.4*2+(3.8-0.5)*0.2*0.45*2+(3.9-0.8)*工 程 量 计 算 表 第 7 页顺序号清单编号分部分项工程名称计 算 式 单位工程量说明有梁板0.2*0.4*2+3.1*0.2*0.45+3.6*3.7*0.11*2+(3.6-0.4-0.25)*0.2*0.4*2+3.1*0.2*0.45+4.6*0.2*0.4*2+2.5*0.2*0.4+3.4*3.7*0.11+4.6*3.4*0.11+(3.6-0.4-0.25)*0.2*0.4*2+3.1*0.2*0.4+4.6*0.2*0.4*2+2.5*0.2*0.4+3.4*4.6*0.11+3.4*3.7*0.1123.39H=90：(3.7*0.2*0.45+2.6*0.2*0.45+2.6*0.2*0.25+2.6*1.9*0.09+2.6*1.6*0.09)*2+2.4*0.2*0.4+1.3*2*0.2*0.4+(4.2-0.8-0.5)*0.2*0.45+2.8*0.2*0.4*3+(1.9*2.8+1.9*2.8+2.4*1.3+1.5*3.3*2+1.3*2.3*2)*0.097.23H=90：29.7*0.2*0.4+(3.7*3.1+4.6*3.4+3.7*3.4)*0.09*2+6.6*0.2*0.4+9.7*0.2*0.45+3.6*3.7*0.09*2+(2.15*0.2*0.4+2.6*0.2*0.25+2.6+0.2*0.45+2.6*1.9*0.09+1.6*2.6*0.09)*2+4.8*0.2*0.31+2.4*4.1*0.09+10.1*0.2*0.31+2.9*0.2*0.36+7.4*4.6*0.0927.049.580H=90：同9.580层27.0412.58层H=100：1.69*3.3*0.1+3.8*1.78*0.1+1.78*2*0.2*0.3+3.7*2*0.2*0.35+3.1*2*0.2*0.352.4楼梯AH=90：2.4*1.3*0.09*2+1.8*0.2*0.25*2+2.4*0.2*0.3*2+2.4*0.2*0.31.18楼梯BH=120：(12.3*2+6.2*15-2-4.9*2.4+4.6*4.2+2*14.8+2.8*5.8-21*0.16-2*0.1-0.18*2)*0.12+(8.8-0.9)*0.2*0.28*2+5.5*0.2*0.28*2+6.2*0.2*0.28+12.5*0.2*0.28*2+12.8*0.2*0.33+14*0.2*0.23+12.6*0.2*0.28+4.8*0.2*0.28*2+2.4*0.2*0.28+8*0.2*0.2834.3212.580层以上总计：40.17+34.3274.49H=120工 程 量 计 算 表 第 8 页顺序号清单编