1號(hào)辦公樓清單計(jì)價(jià)工程量計(jì)算表

1、11#辦公樓清單計(jì)價(jià)部分工程量計(jì)算表（僅作參考）項(xiàng)目編碼項(xiàng)目名稱(chēng)單位計(jì)算式工程數(shù)量010101001001平整場(chǎng)地m2首層建筑面積634.431010101004001挖基坑m3體積=墊層投影面積挖土深度基坑數(shù)量（沒(méi)有考慮工作面寬度）JK1：2.22.21.454=28.072JK2：3.23.21.452=29.696JK3：3.23.21.456=89.088合計(jì)：29.69689.088=118.784JK4：5.23.21.45

2、6=144.768JK5：3.33.21.452=30.624JK6：3.23.31.452=30.624合計(jì)：30.62430.624=61.248JK2’：4.82.71.452=37.584總計(jì)：28.072118.784144.76861.24837.584=390.456390.46挖溝槽m3溝槽凈長(zhǎng)地梁寬溝槽深溝槽凈長(zhǎng):(16.27)2(16.28.4)2(16.28.5)2(4.72.16.98.4)2(37.821.9)

3、2(9.35.9)2(3.51.6)2(23.142.3541.6)2(7.20.3)(67.266.9)=142.178地梁寬:0.3溝槽深=0.650.45=0.2010101003001DL1梁寬300挖深0.2m體積=142.1780.30.2=8.53078.53010101003002磚帶型基礎(chǔ)寬700挖深0.59mm3長(zhǎng)度=（1.660.25）2（1.881.66）2=9.9墊層寬=0.7溝槽深=1.040.45=0.59

4、體積=長(zhǎng)寬深=9.90.70.59=4.08874.093010503001001基礎(chǔ)梁C30m3體積=梁斷面梁長(zhǎng)同定額梁斷面=0.30.55梁長(zhǎng)：垂直方向①②⑦⑧軸=（16.21.5）4=58.8，③⑥軸=（16.21.6）2=29.2④⑤軸=（13.71.5）2=24.4水平方向Ｂ、Ｃ、Ｄ軸=（37.83.5）3=102.91A軸④⑤=（19.21.5）7.20.3=24.6A軸、①③段⑥⑧段=（9.31）2=16.6③④弧長(zhǎng)=（6

5、.02.50.2523.142.3540.25）2=13.38梁長(zhǎng)合計(jì)：58.529.224.4102.924.616.613.38=269.885m體積=0.30.55梁長(zhǎng)=0.30.55269.885=44.5344.531.基礎(chǔ)回填=挖土體積室外地坪以下的基礎(chǔ)工程量的體積挖土體積=挖基坑體積挖溝槽體積=390.4568.5307=398.9867室外地坪以下的基礎(chǔ)工程量的體積=基坑墊層體積獨(dú)立基礎(chǔ)體積室外地坪以下柱和梁體積(陽(yáng)臺(tái)暫

6、不計(jì))室外地坪以下柱體積=0.50.528(1.30.45)0.50.64(1.20.45)=6.85室外地坪以下梁體積=0.3(0.650.45)(112.4157.479)=16.1927回填土體積=398.986726.928102.2366.8516.1927=246.78010103001001回填土方m32.室內(nèi)回填(房心回填)=主墻間凈面積回填厚度同定額首層大堂首層大堂:7:7(3.652.14.70.25)(3.652.

7、14.70.25)(0.450.3)=11.235(0.450.3)=11.235樓梯間:7(6.93.650.25)(0.450.23)=5.39走廊:15.31.6(0.450.3)2=7.344衛(wèi)生間:3.26.95(0.450.22)2=10.2304辦公室1:（2~3A~B）5.87.250.22=9.251(2~3C~D)5.86.950.22=8.8682(3~4A~B14圓上面積14圓左面積14圓面積)（5.84.752