表格模板-工程量计算表人民家园6楼 精品.xls

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1、工 程 量（予 算）计 算 表工程名称:人民家园6#楼序号 定额分部分项工程数量单位计算式计算结果 位置建筑面积3548.194m2附房535.0044.20*12.00+0.54*2.84*3535.001层528.7044.20*12.00-0.24*2.36*3528.702-4层1586.10(44.20*12.00-0.24*2.36*3)*31586.105层456.1944.20*12.00-0.24*2.36*3-3.56*2.6*4-3.84*1.52*2-4.58*2.6*2456.19-6.992=-2.3*1.52*2-6.992阁楼456.1944.20*12.00-

2、0.24*2.36*3-3.56*2.6*4-3.84*1.52*2-4.58*2.6*2456.19-6.992=-2.3*1.52*2-6.992一、基础工程11-49平整场地521.182m2521.18(44.2-0.24)*(12.00-0.24)+2.6*0.54*3521.1821-2挖掘机挖土方664.511m3664.51(43.96+0.7+0.7+0.5)*(12.00+0.6+0.7+0.5)*(1.2-0.15)664.5131-270 人工清土方189.860m363.29(43.96+0.7+0.7+0.5)*(12.00+0.6+0.7+0.5)*0.163.2

3、93人工清土方63.287m363.29(43.96+0.7+0.7+0.5)*(12.00+0.6+0.7+0.5)*0.163.2941-17回填土420.070m3420.07595.22+56.69-116.81-48.688-47.914-18.428420.0751-52竣工清理8425.740m38425.7438.9*12.00*(16.7+2.7/2)8425.7461-171 C30钢筋砼条形基础118.538m3商混TJ-1剖面4.3724.26*0.6*0.34.37TJ-2剖面8.3524*(1.3*0.2+1.76*0.1/2)8.35TJ-3剖面11.6038.6

4、6*1*0.311.60TJ-4剖面20.5156.96*1.2*0.320.51TJ-5剖面70.96158.40*(1.7*0.2+2.16*0.1/2)70.96TJ-6剖面1.024.86*0.7*0.31.021.732.6*（0.7*0.18+0.3*0.32）*31.73楼梯TJ-1剖面长度m(3.03+3.1+6)*224.26TJ-2剖面长度m12*224.00TJ-3剖面长度m38.6638.66TJ-4剖面长度m(2.43+6.13+6+3.6*2+2.28*2+2.16)*256.96TJ-5剖面长度m(2.4+6+18.03+5.7*5+6.06*3+1.62*2)*

5、2+5.7158.40TJ-6剖面长度m2.43*24.8671-126 C15无筋砼条基垫层48.688m3第1页 /共63页TJ-1剖面1.9424.26*0.8*0.11.94TJ-2剖面3.6024*1.5*0.13.60TJ-3剖面4.6438.66*1.2*0.14.64TJ-4剖面7.9756.96*1.4*0.17.97TJ-5剖面30.10158.40*1.9*0.130.10TJ-6剖面0.444.86*0.9*0.10.4481-302 条基垫层支模板增价48.688m3TJ-1剖面48.6948.68848.6991-130 MU15砖基础47.914m3TJ-1剖面3

6、.7824.26*(0.36*0.12+0.47*0.24)3.78TJ-2剖面3.7424*(0.36*0.12+0.47*0.24)3.74TJ-3剖面6.0338.66*(0.36*0.12+0.47*0.24)6.03TJ-4剖面8.8956.96*(0.36*0.12+0.47*0.24)8.89TJ-5剖面24.71158.40*(0.36*0.12+0.47*0.24)24.71TJ-6剖面0.764.86*(0.36*0.12+0.47*0.24)0.76101-211 C30地圈梁18.428m3TJ-1-6剖面18.43(24.26+24+38.66+56.96+158.4

7、0+4.86)*0.24*0.2518.43117-13水泥砂浆防潮层319.426m2TJ-1-6剖面319.43(24.26+24+38.66+56.96+158.40+4.86)*0.65*2*0.8319.43防水剂公斤95.86二、墙体工程12-5-1 240砖外墙1137.283m2附房221.85(38.66+11.76)*2*2.2221.85扣门窗DM2-17.28=-0.8*1.8*6*2-17.28DM10=-0.7*1.8*2*2内FDM-10.08=-1.6*2.1*3-10.08JLM1-10.0694=-2.53*1.99*2-10.069JLM2-10.348=

8、-2.6*1.99*2-10.348JLM3-22.7656=-2.86*1.99*4-22.766JLM4-19.9=-2.5*1.99*2*2-19.9DC1-2.7=-2*1.5*0.9-2.71层298.70(38.66*2+11.76*2+0.36*6)*2.9298.704.534.53*2*0.54.53女儿墙扣门窗C1-6.528=-1.36*1.6*3-6.528C3-3.36=-2.1*1.6*1-3.36C4-5.312=-1.66*1.6*2-5.312C5-3.808=-1.19*1.6*2-3.808工 程 量（予 算）计 算 表工程名称:人民家园6#楼序号 定额分

9、部分项工程数量单位计算式计算结果 位置第2页 /共63页C6-9.984=-1.56*1.6*4-9.984C7-9.6=-1.5*1.6*4-9.6TC1-6.496=-2.03*1.6*2-6.496ZJC1-20.16=-4.48*2.25*2-20.16TC2-16.8=-2.1*1.6*5-16.8YTC1-24.84=-2.76*2.25*4-24.842-4层896.10(38.66*2+11.76*2+0.36*6)*2.9*3896.10扣门窗C1-19.584=-1.36*1.6*3*3-19.584C3-10.08=-2.1*1.6*1*3-10.08C4-15.936=

10、-1.66*1.6*2*3-15.936C5-11.424=-1.19*1.6*2*3-11.424C6-29.952=-1.56*1.6*4*3-29.952C7-28.8=-1.5*1.6*4*3-28.8TC1-19.488=-2.03*1.6*2*3-19.488ZJC1-60.48=-4.48*2.25*2*3-60.48TC2-50.4=-2.1*1.6*5*3-50.4YTC1-74.52=-2.76*2.25*4*3-74.525层298.70(38.66*2+11.76*2+0.36*6)*2.9298.70扣门窗C10=-1.36*1.6*30C3-3.36=-2.1*1.

11、6*1-3.36C4-5.312=-1.66*1.6*2-5.312C5-3.808=-1.19*1.6*2-3.808C6-9.984=-1.56*1.6*4-9.984C7-9.6=-1.5*1.6*4-9.6TC1-6.496=-2.03*1.6*2-6.496ZJC1-20.16=-4.48*2.25*2-20.16TC2-16.8=-2.1*1.6*5-16.8YTC1-24.84=-2.76*2.25*4-24.84阁楼126.25(38.66*2+8.1*2)*2.7/2126.2522.57(38.66+0.36*2*3+2.16*2)*0.522.57北女儿墙扣门窗LHC2-

12、10.71216=-2.58*1.384/2*2*3-10.712LHC1-10.50192=-(1.56*1.122)*6-10.502GC1-2.16=-1.2*0.9*2-2.16扣除加气砌块外墙-86.988-86.988-86.98822-57240加气砼砌块外墙86.988m2 113.102.6*(16.7-2.2)*3113.10扣门窗工 程 量（予 算）计 算 表工程名称:人民家园6#楼序号 定额分部分项工程数量单位计算式计算结果 位置第3页 /共63页C1-26.112=-1.36*1.6*3*4-26.11232-11-1 240砖内墙3028.568m2 附房445.4

13、5(4.83+6+6+2.6+2.43+2.4+6+3.1+3.03+6.06*4+3.78*2+2.28*2+2.16+5.7*4+4.2+2.85+1.3)*2*2.1445.45扣门窗MD2-10.5=-2.5*2.1*2-10.5MD4-10.92=-2.6*2.1*2-10.92MD5-10.626=-2.53*2.1*2-10.626MD6-10.08=-1.2*2.1*2*2-10.08DM1-5.04=-0.7*1.8*2*2-5.04DM2-8.64=-0.8*1.8*3*2-8.641层194.10(4.83+6*3+2.6+4.83+3.1+1.3)*2*2.8194.1

14、0376.82(2.16+4.2+5.7*3+5.7*4+3.78*2+2.28*2+6.06)*2*2.8+5.7*2.8376.82扣门窗M3-10.08=-0.8*2.1*3*2-10.08M4-5.88=-0.7*2.1*2*2-5.88M1-12.6=-1*2.1*3*2-12.6M2-22.68=-0.9*2.1*6*2-22.68TM1-8.82=-2.1*2.1*1*2-8.82C2-12.8=-2*1.6*2*2-12.8MD1-5.6=-1*2.8*2-5.62-4层582.29(4.83+6*3+2.6+4.83+3.1+1.3)*2*2.8*3582.291130.47

15、(2.16+4.2+5.7*3+5.7*4+3.78*2+2.28*2+6.06)*2*2.8*3+5.7*2.8*31130.47扣门窗M3-30.24=-0.8*2.1*3*2*3-30.24M4-17.64=-0.7*2.1*2*2*3-17.64M1-37.8=-1*2.1*3*2*3-37.8M2M2-68.04=-0.9*2.1*6*2*3-68.04TM1-26.46=-2.1*2.1*1*2*3-26.46C2C2-38.4=-2*1.6*2*2*3-38.4MD1MD1-16.8=-1*2.8*2*3-16.85层194.10(4.83+6*3+2.6+4.83+3.1+1.

16、3)*2*2.8194.10376.82(2.16+4.2+5.7*3+5.7*4+3.78*2+2.28*2+6.06)*2*2.8+5.7*2.8376.82扣门窗M3-10.08=-0.8*2.1*3*2-10.08M4-5.88=-0.7*2.1*2*2-5.88M1-12.6=-1*2.1*3*2-12.6M2-22.68=-0.9*2.1*6*2-22.68TM1-8.82=-2.1*2.1*1*2-8.82C2-12.8=-2*1.6*2*2-12.8MD1-5.6=-1*2.8*2-5.6工 程 量（予 算）计 算 表工程名称:人民家园6#楼序号 定额分部分项工程数量单位计算式计算结果 位置第4页 /共63页阁楼67.50(5.3*2+3.03+2.43+2.6+3+3+1.3)*2*2.6/267.50112.48(3.9*4+2.28*2+4.2*5)*2*2.6/2+4.2*2.6/2112.4822.57(1.8+0.36+19.33+0.36*3)*2*0.522.57扣门窗MD1-5.76=-0.8*1.8*2*2-5.76MD3-20.16=-0.8*1.