清单计算表

序号项目编码工程名称 计量 单位 工程 数量 计算式 1 010********* 平整场地㎡1051.11 建筑物首层面积:3.6x10x15.6+14.7x2.7+6.6x17.1+21.6x15.6=1051.11㎡ 2 010********* 挖土方m 3 609.06 V=1051.11x0.6=609.066 m3 3 10101003001 挖基础土方(桩基)m31068.30 (从建施-14、结施-03可知设计室外地坪标高为-0.3m桩顶标高为-0.6m和-1.8m) (1)桩顶标高为-0.6m,挖土深度为12 m ZH1=0.9x1.3x12+3.14x0.65x0.65x12=30.0 m3 ZH2=[0.041x3.14x0.2x9.88+3.14x0.9x0.9x0.5+0.33x3.14x(0.3025+0.810+0.495)x1. 5+3.14x3.63]x15=232.5 m3 ZH3=0.041x3.14x0.2x(3x2.56+4x0.04)+3.14x0.64x0.4+0.33x3.14x (0.3025+0.64+0.44)x1.2+11.398=14.1 m3 ZH4=[0.041x3.14x0.2x(5.88+0.16)+3.14x0.49x0.3+0.33x3.14x1.073x0.9+3.14x3.63 ]x19=248.9 m3 ZH5=[0.041x3.14x0.2x34.4+3.14x0.4225x0.25+0.33x3.14x1.0825x0.75+3.14x0.3025 x12]x19=241.3 m3 ZH6=[0.041x3.14x0.2x3.79+3.14x0.3025x0.15+0.33x3.14x0.9075x0.45+3.14x0.3025 x12]x17=205.7 m3 ZH7=[0.041x3.14x0.2x2.59+3.14x0.010+0.33x3.14x0.752x0.15+3.14x0.303x12]x4=4 6.4 m3 (2)桩顶标高为-1.8m,挖土深度为10.8m ZH3a=0.041x3.14x0.2x9.88+0.33x3.14x0.81x0.5+0.33x3.14x1.608x1.5+3.14x0.303x 10.8=14.3 m3 ZH4a=[0.041x3.14x0.2x6.04+3.14x0.49x0.3+0.33x3.14x1.178x0.9+3.14x0.3025x10 .8]x2=24 m3 ZH5=0.041x3.14x0.2x5.23+3.14x0.423x0.25+0.33x3.14x1.083x0.75+3.14x0.3025x1 0.8=11.1 m3 合计=1068.30 m3 4 010********* 挖基础土方(基础 梁) m3638.51 挖基础梁土方体积=垫层底面积x挖土深度 A轴=(2.7-0.8)x1.15x0.6+(36-0.8x10)1.15x0.7+(2.7-0.4)x1.04x0.55+(6.6-0.8) x1.2x1.1=32.9 m3 B轴=(36-0.4x10)x1.15x0.7=25.8 m3 C轴=(21.6-0.8x5-0.4-0.2)x1.15x0.7=13.7 m3 D轴=(21.6-0.4x6)x1.15x0.7=15.5 m3 E轴=(39.6-0.8x11)x1.15x0.7+(6.6-0.8)x1.04x0.65+(21.6-0.8x6)x1.04x0.4=35.7 m3 G轴=(66.9-18x0.4-0.5x2)x1.15x0.6+(2.7-0.4-0.24)x1.15x0.6=41.90 m3 H轴=28.2x1.04x0.4+(2.5-0.4)x1.15x0.7+17x1.15x0.65+(2.7-0.4)x1.15x0.6=27.30 m3 J轴=(42.6-0.4x10-0.5x2)x1.15x0.7=30.3 m3 K轴=(38.7-0.8x10-0.4-0.2)x1.15x0.7=24.2 m3 L轴=(21.6-0.4x6)x1.15x0.7=15.5 m3 M轴=(6.6-0.8)x1.2x1.1+(21.6-0.8x6)x1.15x0.7=21.1 m3 1轴=(15.6-0.8x3)x1.2x1.1+3.05x1.04x0.55=19.10 m3 2轴=(15.6-0.8x3)x1.2x1.1+(1.8-0.35)x1.04x0.55x32=43.90 m3 3~11\15~19轴=(15.4-0.8x3)x1.2x1.1x1.3=223.10 m3 12轴=(18-0.9-0.4-0.8-0.5x2-0.4)x1.2x1.3=22.60 m3 13轴=(17.1-0.8x4)x1.2x1.3=27.10 m3 14轴=(15.6-0.8x3)x1.2x1.2=19 m3 5 010********* 挖电梯井土方m341.9 挖电梯井土方体积=垫层底面积x挖土深度V=5.6x3.56x2.1=41.90 m3 6 010********* 室内回填m3525.39 室内回填土方量=挖方体积-墙体体积 240墙体积=(154.8+107.120+176.12+113.76+70.40+56.44)x0.24x0.5=81.437 m3 120墙体积=[(1.8-0.4-0.24)x32]x0.12x0.5=2.232 m3 7 010********* ±0.000以下M10.0 水泥砂浆砌实心砖墙 m383.669 240墙体积=(154.8+107.120+176.12+113.76+70.40+56.44)x0.24x0.5=81.437 m3 120墙体积=[(1.8-0.4-0.24)x32]x0.12x0.5=2.232 m3 8 010********* 一~二层M10.0混 合砂浆砌实心砖墙 m3 一层:120墙面积:(2.16x1.8x32+15.6x3.92x16)=222.259㎡ 240墙面积:A、C、K、M轴=2.26x3.92x16+(6.6-0.24x3)x3.6=162.915 ㎡ B、D、E、G、H、J、L轴=(3.6x2-0.24)x3.9x32+(6.6-0.24x2)x3.88+(2.7-0.24) x3.92=901.997㎡ 1轴=(2.4-0.24)x3.62+(6.6-0.24x3)39.2=30.869㎡ 2轴=(6.6-0.24x2)x3.92+(7.2-0.24x3)x3.9=49.262㎡ 4、6、8、10、1 5、17轴=(6.6-0.24)x3.9x12=297.648m3 2097.62 3、5、7、9、11、14、16、18轴=(4.8-0.24)x3.9x16=284.544㎡ 12轴=(7.2-0.24x3)x3.9+(6.6-0.24x3)x3.9=48.204㎡ 13轴=(8.1-0.24x5)x3.9+(6.6-0.24x2)x3.9=50.778㎡ 19轴=(7.2-0.24x3)x3.9+(6.6-0.24x2)x3.9=49.14㎡ 卫生间墙=(1.8-0.24)x3.92x32=195.586㎡ 二层:120墙面积=2.16x1.2x32+1.56x3.32x16=165.81㎡ 120.05+17.05+734.98+20.07+8.17+26.04+41.7+251.86+240.77+165.73+42.97+41.58+ 165.73 = 1751.76㎡ 合计:120墙体积=(165.81+222.259)x0.12=46.568 m3 240墙体积=(2070.95+1751.76)x0.24=917.450m3 9 010********* 三~四层M7.5混合 砂浆砌实心砖墙 m3880.59 120墙面积=165.81x2=331.620 ㎡ 240墙面积=1751.76x2=3503.520㎡ 120墙体积=331.620x0.12=39.794m3 240墙体积=3503.520x0.24=840.845m3 总计=880.594m3 10 010********* 五~七层及女儿墙 M5.0混合砂浆砌实心 砖墙 m3 1335.21 2 120墙面积=165.81x3=497.430 ㎡ 240墙面积=1751.76x3+59.4=5314.68㎡ 120墙体积=497.430x0.12=59.692m3 240墙体积=5314.68x0.24=1275.52m3 11 010********* M2.5砂浆零星砌砖m320.83 洗衣台=(0.25x0.12x0.5x2+0.25x0.12x0.6x2+0.45x0.12x0.5)x32x7=20.83m3 12 010********* 砖明沟m 183.9 L=(177.5+0.8x8)=183.90m 13 010********* C25砼人工挖孔桩m3608.8 (1)顶标高-0.60m ZH1=0.9x0.8x12+3.14x0.16x12=14.70m3 ZH2=[0.041x3.14x0.2x9.88+3.14x0.81x0.5+0.33x3.14x1.33x1.5+3.14x0.16x12]x15= 144 m3 ZH3=[0.041x3.14x0.2x6.04+3.14x0.49x0.3+0.33x3.14x0.93x0.9+3.14x0.16x12]=7.4 0 m3 ZH4=[0.041x3.14x0.2x6.04+3.14x0.49x0.3+0.33x3.14x0.93x0.9+3.14x0.16x12]x19= 140.60 m3 ZH5=[0.041x3.14x0.2x5.23+3.14x0.423x0.25+0.33x3.14x0.842x0.75+3.14x0.16x12] x19=136.80 m3 ZH6=[0.041x3.14x0.2x3.16+3.14x0.303x0.15+0.33x3.14x0.683x0.45+3.14x0.16x12] x17=112.20 m3 ZH7=[0.041x3.14x0.2x2.59+3.14x0.203x0.05+0.33x3.14x0.543x0.15+3.14x0.16x12] x4=24.80 m3 (2)顶标高-1.80m ZH3a=0.041x3.14x0.2x7.84+3.14x0.64x0.4+0.33x3.14x1.12x1.2+3.14x0.16x10.8=7. 80 m3 ZH4a=[0.041x3.14x0.2x6.04+3.14x0.49x0.3+0.33x3.14x0.93x0.9+3.14x0.16x10.8]x 2=13.20 m3 ZH5a=0.041x3.14x0.2x5.23+3.14x0.423x0.25+0.33x3.14x0.843x0.75+3.14x0.16x10. 8=6.50 m3 合计=608.80m3 14 010********* C15砼护壁m3459.5 V=1068.3-608.8=459.50 m3 15 010********* C15砼垫层m337.3 砼垫层体积=砼垫层底面积x垫层厚度 A轴=(2.7-0.8)x0.55x0.1+(36-0.8x10)x0.55x0.1+(2.7-0.4)x0.44x0.1+(6.6-0.8) x0.6x0.1=2.00m3 B轴=(36-0.4x10)x0.55x0.1=1.80m3 C轴=(21.6-0.8x5-0.4-0.2)x0.55x0.1=0.90m3 D轴=(21.6-0.4x6)x0.55x0.1=1.10m3 E轴=(39.6-0.8x11)x0.55x0.1+(6.6-0.8)x0.44x0.1+(21.6-0.8x6)x0.44x0.1=2.70m3 G轴=(66.9-18x0.4-0.5x2)x0.55x0.1=3.30m3 H轴=(36-0.8x9-0.6)x0.44x0.1+2.1x0.55x0.1+(21.6-0.8x5-0.6)x0.55x0.1=2.40m3 J轴=(42.6-0.4x10-0.5x2)x0.55x0.1=2.1m3 K轴=(38.7-0.8x10-0.6)x0.55x0.1=1.70m3 L轴=(21.6-0.4x6)x0.55x0.1=1.10m3 M轴=(6.6-0.8)x0.6x0.1+(21.6-0.8x6)x0.55x0.1=1.30m3 I轴=(15.6-0.8x3)x6x0.1+3.05x0.44x0.1=0.90m3 L轴=(21.6-0.4x6)x0.1x0.6=2.80m3 3~11;15~19轴=(15.4-0.8x3)x0.6x0.1x13=10.10m3 12轴=(18-0.9-1.2-0.5x2-0.4)x0.6x0.1=0.90m3 13轴=(17.1-0.8x4)x0.6x0.1=0.80m3 14轴=(15.6-0.8x3)x0.6x0.1=0.80m3 KL15轴=(4.8-0.5)x0.6x0.1=0.6m3 合计=37.30m3 16 010********* C35砼基础梁m3178.6 砼基础梁体积=截面积x长 A轴=(2.7-0.8)x0.35x0.5+(36-0.8x10)x0.35x0.6=6.20m3 A/1轴=(2.7-0.4)x0.24x0.45+(6.6-0.8)x0.4x1=2.60m3 B轴=(36-0.4x10)x0.35x0.6=6.70m3 C轴=(21.6-0.8x5-0.4-0.2)x0.35x0.6=3.60m3 D轴=(21.6-0.4x6)x0.35x0.6=4.00m3 E轴=(39.6-0.8x11)x0.35x0.6+(6.6-0.8)x0.24x0.55+(21.6-0.8x6)x0.24x0.3=8.40m3 G轴=(66.9-18x0.4-0.5x2)x0.35x0.6=12.30m3 1/G轴=(2.7-0.4-0.24)x0.35x0.5=0.40m3 H轴=(36-0.8x9-0.6)x0.24x0.3+2.1x0.35x0.6+(21.6-0.8x5-0.6)x0.35x0.55=5.70m3 J轴=(42.6-0.4x10-0.5x2)x0.35x0.6=7.9m3 K轴=(38.7-0.8x10-0.6)x0.35x0.6=6.30m3 L轴=(21.6-0.4x6)x0.35x0.6=4.00m3 M轴=(6.6-0.8)x0.4+(21.6-0.8x6)x0.35x0.6=5.80m3 1轴=(15.6-0.8x3)x0.4+(3.05x0.24x0.45=5.50m3 2轴=(15.6-0.8x3)x0.4+(1.8-0.35)x0.24x0.45x32=10.2m3 3~11;15~19轴=(15.4-0.8x3)x0.4x13=67.60m3 12轴=(18-0.9-1.2-0.5x2-0.4)x0.4x1.2=7.00m3 14轴=(15.6-0.8x3)x0.4x1.1=5.80m3 KL15轴=(4.8-0.5)x0.4x0.9=1.50m3 合计=178.60m3 17 010********* 现浇C20砼柱m3 198.24 一边放差:(0.24+0.03)x0.24x24.4x4=6.324m3 两边放槎:(0.24+0.06)x0.24x24.4x6=10.541m3 三边放槎:(0.24+0.09)x0.24x24.4x72=139.139m3 四边放槎:(0.24+0.12)x0.24x24.4x17=35.839m3 顶层柱:0.24x0.24x3.4x18=3.525m3 (0.24+0.03)x0.24x3.4x2=0.44m3 (0.24+0.06)x0.24x3.4x4=0.979m3 (0.24+0.06)x0.24x4.4x6=1.9m3 合计=198.24m3 18 010********* 现浇C20梁m350.50 XJL1=70x(2.4-0.24)x0.24x0.25=9.072m3 XJL2=70x(4.8-0.24)x0.24x0.25=19.152m3 XJL3=(2.4-0.24)x0.24x0.3=0.156m3 XJL4=55x(2.4-0.24)x0.24x0.25=7.128m3 XJL5=13x(2.4-0.24)x0.24x0.25=1.685m3 XJL6=6x(2.7-0.24)x0.24x0.3=1.063m3 XJL6a=(2.7-0.24)x0.24x0.3=0.177m3 XJL7=(6.6-0.24)x0.24x0.4=0.611m3 XJL9=2x(4.1-0.24)x0.24x0.35=0.648m3 XJL10=7x(2.4-0.24)x0.25x0.24=0.907m3 XJL11=4x(4.1-0.24)x0.24x0.35=1.297m3 XJL12=(2.4-0.24)x0.24x0.25=0.130m3 XJL13=(2.4-0.24)x0.24x0.7=0.363m3 XJL14=(2.5-0.24)x0.24x0.2=0.108m3 XJL15=(6.6-0.24)x0.24x0.5=0.763m3 XJL16=(2.4-0.24)x0.24x0.25=0.130m3 XJL17=(6.6-0.24)x0.24x0.24=0.366m3 XJL18=(4.74-0.24)x0.24x0.4=0.432m3 XJL19=(4.1-0.24)x0.24x0.35=0.324m3 XJL20=(6.6-0.24)x0.24x0.55=0.259m3 XJL21=2x(2.4-0.24)x0.24x0.25=0.259m3 XJL22=2x(2.4-0.24)x0.24x0.25=0.259m3 XJL23=(2.7-0.24)x0.24x0.3=0.177m3 合计=50.502m3 19 010********* 现浇C20过梁m389.27 GL4153=112x0.24x(1.5+0.5)x0.24=12.902m3 GL4182=224x0.24x0.24x(0.8+0.5)=16.733m3 GL4102=231x0.24x0.24x1.5=22.62m3 GL4181=9x0.24x0.24x2.3=1.192m3 GL4121=7x0.24x0.24x1.7=0.685m3 GL4122=7x0.24x0.24x1.7=0.685m3 GL4184=7x0.24x.24x2.3=0.927m3 GL4082=224x0.24x0.24x1.3=16.773m3 合计=89.297m3 20 010********* 现浇C20平板m3677.38 一层板:(2.94x9.24)x0.08+4.561+5.6111+90.10+2.737+1.612-1.459=95.191m3 二层板:85.038+0.174x1.74x0.13+2.64x2.04x0.05+11.612=97.313m3 三~六层板:4x96.650=386.600m3 七层板:96.65+5.04x2.75x0.12-6.6x5.94x0.01-4.34x5.04x0.02+0.8=98.284m3 合计=677.388m3 21 010********* 现浇C20挑檐板m3 3.07 体积=36x0.06x0.21+36x10x0.42x0.06+1.714=3.075m3 22 010********* 现浇C20其他板m3 44.38 体积=5.52x36x0.4-0.24x0.24x0.4x18-4.3x0.6x0.4x30=44.38m3 23 010********* 现浇C20雨篷m3 7.639 体积=3.075+0.9x2.94x0.1+0.299+0.8x5+(1.675x3.96x7x0.08) +7x1.25+7.46x0.08=21.240m3 24 010********* 现浇C20直型楼梯㎡232.95 S=4.81+3.96+7.5+4.2x2.46x7.5+3.36x1.92x2=232.952㎡ 25 010********* C20砼压顶m3 6.96 体积=0.24x0.06x(2.4-0.24)x32x7=6.967m3 26 010********* 现浇C15散水㎡142 S=[66.9+0.24+1.5x3+(18+0.24)x2+66.9+2.4+0.24]x0.08=142㎡ 27 010********* C25后浇带m3 8.75 体积=[(1.8+0.24)x2x0.08+4.8x2x0.1+(2.4-0.24)x0.08]x6=8.755m3 28 010********* 预制C20平板m3 27.75 体积=(1.08x0.5+0.6x0.5)x0.035x32x7=27.754m3 29 010********* 现浇构件钢筋( 10 以内) t 149.63 质量=459.50m3x40.2㎏/m3+71.3㎏/m3x(690.449+3.075+44.38+21.240+8.755) m3+27.754m3x81.50㎏/m3+0.2x232.952m3x17.9㎏/m375.596x0.97=149.633t 质量=608.08m3x28.6㎏/m3+140.3㎏/m3x198.24m3+(178.60+50.502)m3x209㎏/m3 +124.80㎏/m3x89.297m3=104.231t 30 010********* 屋面SBS卷材防水M2 1315.27 面积=(36+2.7-0.24+0.55)x(7.2+1.8-0.24+0.25)+0.25x2.7+(36+0.4)x (4.8+1.8+0.25)+(21.6+0.4)x(15.6+0.26)+(4.8+1.8+0.5)x3.2+(6.6+0.26) x(4.2+0.26)+(9.6+2.2)x(6.36+0.25)=1315.277㎡ 31 010********* 现浇构件钢筋t 104.23 质量=608.08m3x28.6㎏/m3+140.3㎏/m3x198.24m3+(178.60+50.502)m3x209㎏/m3 +124.80㎏/m3x89.297m3=104.231t 32 010********* 阳台、卫生间SBC120 卷材防水 ㎡2585.31 面积 =[(2.4-0.24+0.6)x(1.8-0.24+0.6)+(1.2-0.18+1.5)x(1.8-0.24+1.5)]x32x7=2585.31 8㎡ 33 010********* 墙体防潮㎡167.32 面积=678.64(240墙长)x0.24+37.12(墙长)x0.12=167.328㎡ 34 010********* 35mm挤塑聚乙烯泡 沫隔热屋面 m21018.97 面积 =[(36+2.7-0.24)x(7.2+1.8-0.24)+0.25x2.7+(36-0.24)x(4.8+1.8)+(21.6-0.24)x(15 .6-0.24)+(4.8+1.8)x(2.7+0.5) (6.6-0.24)x(2.4+1.8-0.24)+(9.6+1.8-0.24)x(6.6-0.24)]=1018.973㎡ 35 010********* 30mm胶粉聚苯颗粒保 温砂浆墙面 ㎡3213.25 面积=4627.8-(504.7-9.45)-1.9x2.16x32x7=3213.25㎡ 36 020********* 600x600mm块料楼地 面 ㎡5057.94 面积=(3.6-0.24)x(4.8-0.24)x32x7+[(2.4-0.24)x38.7+ (2.4-0.24)x21.6+(6.6-0.24)x13.8+6.6x(2.4-0.24)]x7=5057.94㎡ 37 020********* 600x600块料楼地面㎡1111.22 面积=[(2.4-0.24)x(1.8-0.24)+(1.2-0.24)x(1.8-0.24)]x32x7=1111.22㎡ 38 020********* 中砂8x150块料踢脚线㎡435.425 面积 =[(4.8-0.24x2+3.6-0.9-1.66)x30x7+(36x2+96x2-16x0.9+2.16x2)x7]x0.15=435.425㎡ 39 020********* 楼梯花岗石贴面㎡232.952 面积=232.952㎡ 40 020********* 不锈钢竖条扶手、栏杆m 111.345 L=0.12x11+3.361x12+3.312x3+15.700+7.45+3.191=111.345m 41 020********* 600x600玻化砖零星贴 面 ㎡33.76 面积=[(0.53+0.5)x0.5+1.08x0.5]x32=33.76㎡ 42 020********* 内墙装饰抹灰㎡18007.2 99 面积=(1217.12+13045-2471.004+213.75)x1.5=18007.299㎡ 43 020********* 柱面装饰抹灰㎡51.84 面积=0.24x4x18x(26.8-23.8)=51.84㎡ 44 020********* 100x100块料墙面㎡3213.25 面积=4627.8-(504.7-9.45)-1.9x2.16x32x7=3213.25㎡ 45 020********* 天棚抹灰M2 6998.97 面积:一层=595.544㎡+342.144㎡+74.426㎡=1012.114㎡二层=593.251+342.144+79.692=1015.087㎡ 三~六层=(593.251+342.144+79.692)x4=4063.48㎡ 七层=1015.087-106.79=908.297㎡ 总计=6998.978㎡ 46 020********* 金属平开门㎡549.486 面积=544.32(M1)+5.166(M7)=549.486㎡ 47 020******** 塑钢门㎡1333.24 8 面积=329.28(M2)+1003.968(M4)=1333.248㎡ 48 020********* 防火门㎡19.665 面积=15.129(M5)+4.536(M6)=19.665㎡ 49 020********* 玻璃门㎡11.34 面积=11.34(M3)=11.34㎡ 50 020********* 塑钢门m22471.00 面积=251.328(C1)+12.6(2)+26.568(3)+67.392(4)+27.648(5)+20.448(6)+3.24(7)+68.04( 8)+17.64(9)+9.45(10)=2471.004㎡ 51 020********* 门油漆㎡544.32 面积=544.32=544.32㎡