某办公楼工程量计算表

建筑面积序号子目名称数量单位说明经济指标一1挖土机挖土1243.48m3挖土机挖土一、二类土0.13052回填土1006.03m3机械夯实0.10553余土外运237.44m30.02494平整场地1535.09㎡0.1610二1静压混凝土预制桩长度(18米内)1164.70m压预制管桩桩径400mm(子目桩消耗量改为101M)0.12222静压混凝土预制桩长度(18米外)284.40m压预制管桩桩径400mm(子目桩消耗量改为101M)0.02983静压混凝土预制桩长度(18米内)408.90m0.04294静压混凝土预制桩长度(18米外)207.50m0.02185送桩长度(18米内)121.20m按压桩子目工日及机械台班乘以系数1.20.01276送桩长度(18米外)21.60m按压桩子目工日及机械台班乘以系数1.20.00237钢桩尖2969.41kg12mm厚，理论重量94.2kg/m20.31158接桩119.00个电焊接桩0.01259锯桩155.00个机械切割预制桩桩头0.016310桩头插筋2665.77KG0.279711桩头钢板414.15KG三1粘土空心砖180砖基础50.60m30.00532粘土空心砖180外墙390.35m30.04103粘土空心砖180内墙532.36m30.05594粘土空心砖女儿墙69.39m30.00735粘土空心砖台阶14.90㎡0.0016四1承台砼137.04m3C300.01442基础梁砼49.73m3C300.00523垫层砼33.56m3C150.00354电梯坑8.35m3C300.00095柱砼±0.00以下8.07m3C300.00086矩形柱砼44.99m3C300.00477矩形柱砼194.11m3C250.02048构造柱砼16.22m3C250.00179有梁板砼263.30m3C300.027610有梁板砼1352.75m3C250.141911楼梯砼40.28m3C250.004212梁后浇带砼6.34m3C300.000713板后浇带砼13.08m3C300.001414雨蓬板砼1.52m3C200.000215挑檐板砼11.30m3C200.001216反檐砼10.67m3C200.001117房上水池27.35m3S8抗渗砼0.002918桩芯填充砼C305.72m30.000619C15砼地骨100mm厚152.70㎡0.0160203：7灰土垫层459.94m30.048321散水坡7.93m30.000822砼台阶2.67m30.000323砼墙1.16m30.000124女儿墙压顶砼3.54m30.000425砼泵送增加费2265.84m30.2377土石方工程桩基础工程砌体工程E栋办公楼混凝土工程建筑面积序号子目名称数量单位说明经济指标E栋办公楼五1楼地面水泥砂浆打底9059.69㎡0.95052楼梯抛光砖面积220.3㎡0.02313台阶水泥砂浆面积14.90㎡0.00164屋面防水（上人屋面）1532.02㎡0.16075屋面防水（不上人屋面）102.56㎡0.01086内墙面底层抹灰8879.62㎡0.93167天棚（打底及刮腻子）15332.02㎡1.60858外墙面打底3639.44㎡0.38189楼梯踢脚线25.67㎡0.002710水池防水35.05㎡0.003711伸缩缝灌建筑油膏15.35m0.001612楼梯乙级防火门15.75㎡0.001713挂钢丝网4592.93㎡0.481914首层防潮层55.03㎡0.005815凿除砼地面503.71m30.052816凿除砼地面垃圾外运503.71m30.0528六1桩承台模板335.23㎡0.03522基础梁模板497.33㎡0.05223基础垫层模板125.00㎡0.01314电梯坑、井墙模板49.94㎡0.00525矩形柱模板(周长m)1.8外411.38㎡4.7米0.04326矩形柱模板(周长m)1.8外205.03㎡3.62~3.850.02157矩形柱模板(周长m)1.8外1339.68㎡3.6米内0.14058矩形柱模板(周长m)1.8内500.40㎡3.6米内0.05259矩形柱模板(周长m)1.8内17.59㎡3.67\3.76米0.001810连续梁模板(梁宽cm)25以内1266.75㎡4米0.132911连续梁模板(梁宽cm)25以内6400.60㎡3.6米内0.671512有梁板模板1326.10㎡4米0.139113有梁板模板6859.89㎡3.6米内0.719714楼梯模板直形195.61㎡0.020515梁后浇带模板75.84㎡0.008016板后浇带模板196.20㎡0.020617雨蓬模板17.03㎡0.001818挑檐模板151.42㎡0.015919反檐模板135.12㎡0.014220小型池槽模板27.35m3房上水池0.002921砼台阶模板28.32㎡0.003022砼墙模板16.03㎡0.001723女儿墙压顶模板208.62m0.0219七1综合脚手架4472.64㎡高22米+1.3米0.46922单排脚手架39.40㎡高4米0.00413安全挡板395.08㎡高22米+1.3米0.04144满堂脚手架9173.31㎡0.96245里脚手架4794.46㎡0.5030模板工程脚手架工程装修工程及其他工程建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼建筑面积序号子目名称数量单位说明经济指标E栋办公楼9531.8备注有送桩有送桩无送桩无送桩首层二层梁板9531.8备注首层六层构造柱构造柱二层板9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注9531.8备注位置说明同样件数宽长面积备注首层3~9轴,A~H轴144.827.11214.081~3轴,B~C轴115.17.25109.481/1~3轴,C~D轴112.9790.302~3轴,D~H轴19.96.4563.86梯形部分115.13.857.38小计1535.09二层4~9,a~h139.02527.11057.582~4,b~h115.322.19339.511/1~2,b~d12.915.4444.781~1/1,b~c12.38.4419.41梯形部分110.00半弓形部分192.28小计1563.55三~六层5~9,a~h429.827.13230.324~5,a~h47.528.73861.962~4,b~h417.421.891523.541/1~2,b~d42.915.44179.101~1/1,b~c42.38.4477.65梯形部分439.99半弓形部分4463.48小计6376.04屋面电梯屋面17.44.835.52楼梯屋板137.221.60小计57.129531.80合计建筑面积10.0092.2810.00115.871节2节3节191φ400121006.50.5015.600265φ400101001.30.5018.800366φ40010900.70.5018.400464φ40010901.20.5017.900567φ4001010020.5018.100629φ400101000.50.5019.600728φ4001080-0.70.5018.101.2827φ4001090-0.80.5019.101.3930φ40010901.10.5018.0001031φ40010100-0.80.5020.101.31132φ400101000.30.5019.8001234φ4009801.10.5016.0001335φ400860-1.50.5014.1021433φ40095.70-1.40.5014.801.91536φ40012704.20.5014.9001637φ4001060-1.50.5016.1021738φ40012803.30.5016.8001840φ4001060-1.50.5016.1021941φ4001240-1.50.5016.1022039φ400133.50-1.50.5016.6022142φ4001160-1.50.5017.1022243φ4001340-1.40.5017.101.92344φ4001430-1.50.5017.102243φ400146040.5016.100254φ40014001.40.5012.7002614φ40010600.70.5015.4002713φ4001400-1.40.5014.101.92812φ4001420-1.30.5016.101.82915φ400147030.5018.1003017φ4001080-0.30.5018.100.83116φ4001430-0.20.5017.100.73220φ400117020.5016.1003318φ4001200-1.30.5012.101.83410φ4001300-1.30.5013.101.83511φ4001300-1.20.5013.101.7369φ400760-1.30.5013.101.8377φ400760-1.50.5013.102388φ4001400-0.80.5014.101.3396φ4007600.50.5012.600405φ4001100-1.30.5011.101.84153φ400690-10.5015.101.54251φ400770-1.30.5014.101.84350φ400770-0.80.5014.101.34452φ4009600.20.5014.9004554φ4007671.80.5018.3004656φ4001060-1.30.5016.101.84755φ400107000.5017.1004859φ4009601.80.5013.3004958φ400131.80-0.30.5014.900.85057φ400131.80-1.20.5014.901.75160φ4001060-0.50.5016.1015263φ4001050-1.30.5015.101.85361φ400780-1.30.5015.101.85462φ4001050-1.40.5015.101.9接桩长(m)编号规格送桩深度(m)送桩附加长度(m)桩长(m)送桩长(m)序号5570φ4001240-