工程量计算表_标准模板_2.xls

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1、工 程 量（予决算）计 算 表工程名称: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3552.285m2附房530.4044.20*12.00530.401层530.4044.20*12.00530.402-4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阁楼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.

2、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)*0.163.293人工清土方63.287m363.29(43.96+0.7+0.7+0.5)*(12.00+0.6+0.7

3、+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11.6038.66*1*0.311.60TJ-4剖面20.5156.96*1.2*0.320.51TJ-5剖面70.9615

4、8.40*(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)*2+5.7158.40TJ-6剖面长度m2.43*24.8671-126 C15无筋砼条基垫层48.688m

5、3TJ-1剖面1.9424.26*0.8*0.11.94第1页/共77页TJ-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3.7824.26*(0.36*0.12+0.47*0.24)3.78TJ-2剖面3.7424*(0.36*0.

6、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+158.40+4.86)*0.24*0.2518.43117-13水泥砂浆防潮层319.426m2TJ-1-6剖面319

7、.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=-2.6*1.99*2-10.348JLM3-22.7656=-2.86*1.99*4-22.766JLM4-

8、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*2-3.808C6-9.984=-1.56*1.6*4-9.984工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第2页/共77页C7-9.6=-1

9、.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=-1.66*1.6*2*3-15.936C5-11.424=-1.19*1.6*2*3-11.424C6-29.952=-1.

10、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*1.6*1-3.36C4-5.312=-1.66*1.6*2-5.312C5-3.808=-1.19*1.6*2-3.808C6-

11、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LHC2-10.71216=-2.58*1.384/2*2*3-10.712LHC1-10.50192=-(1.56*1.122)*6-

12、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C1-26.112=-1.36*1.6*3*4-26.112工 程 量（予决算）计 算 表工程名称: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77页32-11-1 240砖内墙3028.568m2 附房445.45(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+

13、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*2.8194.10376.82(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

14、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(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

15、-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+1.3)*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

16、*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阁楼67.50(5.3*2+3.03+2.43+2.6+3+3+1.3)*2*2.6/267.50工 程 量（予决算）计 算 表工程名称: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77页112.48(3.9*4+2

17、.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*1.8*7*2-20.1642-12-1 120砖内墙193.386m2 附房71.53(2.43+2.6+2.3+2.3+2.3+2.3+1.5)*2*2.1+1.3*2*2.171.53MD1-2.52=-1*0.7*1.8*2-2.52MD2-5.76=-2*0.8*1.8*2-5.76M5-5.4=-1*1.2*1.5*3-5.4DM2=-0.8*1.

18、8*4一层35.448(2.43+2.6)*2*2.8+1.3*2*2.835.448M4-2.94=-1*0.7*2.1*2-2.94M5-5.4=-3*1.2*1.5-5.4二-四层106.344(2.43+2.6)*2*2.8*3+1.3*2.8*2*3106.344M4-8.82=-1*0.7*2.1*2*3-8.82M5-16.2=-3*1.2*1.5*3-16.2五层35.448(2.43+2.6)*2*2.8+1.3*2*2.835.448M4-2.94=-1*0.7*2.1*2-2.94M5-5.4=-3*1.2*1.5-5.452-110 零星砖砌体1.125m3 1.12（

19、1.52-0.12-0.3）*2.84/2*3*0.241.12雨蓬三、混凝土及钢筋混泥土13-16C30构造柱240*2401796.840m240*240GZ1161.2824*2*(1.16+2.2)161.28240*240GZ36.722*(1.16+2.2)6.72240*240GZ4164.6449*(1.16+2.2)164.64240*240GZ1346281.30(48*2+1)*2.9281.30240*240GZ13461078.80(46*2+1)*2.9*41078.80240*240GZ1346104.10(14*2+1)*0.5+28*2*(0.5+2.7)/2

20、104.1023-17C30构造柱240*370133.120m240*370GZ261.683*(1.16+2.2+2.9+2.9*4+2.7)61.68240*370GZ571.444*(1.16+2.2)+4*2.9+4*2.9*471.443见下C30圈梁1945.560m商混一层QL30.00(18.03+10.26+19.33)*2附房异形QL224.26(6+3.1+3.03)*224.26240*200QL1188.26（4.83+6*2+7.43+6.06*6+2.16+5.7*5）*2+5.7188.26240*150工 程 量（予决算）计 算 表工程名称:序号 定额分部分

21、项工程数量单位计算式计算结果 位置第5页/共77页二-五层QL1215.52(10.6+4.83+10.26+3.03+3.6*2)*2*3215.52240*150QL1277.28(2.43+2.4+6*3+1.3+2.6+2.43+2.4+3.1)*2*4277.28240*150QL1546.96(6.06*6+2.16+5.7*4+4.2)*2*4+5.7*4546.96240*150QL0.00(10.6+4.83+12+3.03+3.6*2)*2五楼异形阁楼QL171.84(10.6+4.83+10.26+3.03+3.6*2)*271.84240*150QL169.32(2.4

22、3+2.4+6*3+1.3+2.6+2.43+2.4+3.1)*269.32240*150QL1136.74(6.06*6+2.16+5.7*4+4.2)*2+5.7136.74240*150屋面WQL379.98（19.33*3+6）*2+（3.9*7+4.2*6）*1.18*2*2+4.2379.98240*80QL增加TL111.401.9*611.40240*50QL增加TL224.003*2*424.00240*50汇总3-32C30圈梁240*18024.26m24.26024.263-35增20厚24.26m24.26024.263-31C30圈梁240*1201505.92m1

23、88.26+215.52+277.28+546.96+71.84+69.32+136.741505.923-35增30厚1505.92m1505.9201505.923-31C30圈梁240*120379.98m379.980379.983-35减40厚379.98m379.980379.983-31C30圈梁240*12035.40m11.4+2435.403-35减70厚35.40m35.40035.4043-178 C30异形圈梁7.505m3商混QL34.19(18.03+10.26+19.33)*2*（0.34*0.1+0.1*0.1）4.19附房异形QL3.31(10.6+4.83

24、+12+3.03+3.6*2)*2*（0.34*0.1+0.1*0.1）3.31五楼异形53-23C30矩形梁24.535m3商混L10.370.24*0.2*2.6*30.37TL10.220.24*0.20*0.78*60.22L22.250.24*0.20*2.6*（3+3*4+3）2.25L30.470.24*0.25*2.6*30.47L42.210.24*0.2*2.3*（4+4*4）2.21L51.970.24*0.15*2.28*（4+4*4+4）1.97L62.870.24*0.2*2.3*（4+4*4+4+2）2.87L71.500.24*0.2*2.6*(3*4）1.50

25、L82.880.24*0.25*6*（2*4）2.88L91.860.24*0.25*3.1*（2*4+2）1.86TL20.900.24*0.25*1.5*（2*4+2）0.90L101.390.24*0.2*291.39L80.580.24*0.2*6*（2）0.58L110.350.24*0.2*3.6*（2）0.35L120.350.24*0.2*3.6*（2）0.35L50.380.24*0.15*2.28*4*1.150.380.582.4*0.24*0.2*50.58凸窗工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第6页/共77页2.

26、302.4*0.24*0.2*4*52.30凸窗1.122.33*0.24*0.2*2*51.12凸窗6见下C30钢筋砼平板2548.772m2商混一层110mm119.75(4.83*3.9+3.6*5.7*2)*2119.75100mm287.62(4.83*2.16+6.13*5.7+6*5.7+10.6*6.06)*2287.6270mm4.68(2.6*0.6+1.3*0.6)*24.68管井120mm10.76(2.6*1.38+1.3*1.38)*210.76梯板二-五层110mm479.02(4.83*3.9+3.6*5.7*2)*2*4479.02100mm1114.12(4

27、.83*2.16+6.13*5.7-1.5*3.03+6*5.7+10.6*6.06)*2*41114.1270mm18.72(2.6*0.6+1.3*0.6)*2*418.72管井120mm43.06(2.6*1.38+1.3*1.38)*2*443.06梯板阁楼110mm37.67(4.83*3.9)*237.67100mm360.61(4.83*2.16+6.13*5.7-1.5*3.03+6*5.7+10.6*6.06+3.6*5.7*2)*2360.61100mm29.64(2.6*5.7)*229.64厨卫防水墙120mm43.12（4.56+4.59+4.88+4.02+4.02

28、+4.88）*2*0.2*443.12汇总3-96C30钢筋砼平板2548.772548.7702548.773-97增10636.44636.440636.443-97减30-70.2=-(4.68+18.72)*3-70.23-97增20193.88（10.76+43.06+43.12）*2193.8873-198 C30钢筋砼坡屋面板372.017m2商混屋面100mm372.0238.66*8.1*1.188372.0283-129 C30钢筋砼楼梯153.211m212.74（3.36+0.24）*1.18*312.74140.473.72*2.36*4*4140.4793-132

29、C30钢筋砼雨蓬6.646m26.652.84*0.78*36.65103-144 C30钢筋砼压顶12.254m30.682.84*1.2*0.37*0.18*30.68雨蓬顶1.278.1*1.188*2*（0.1*0.24+0.1*0.42）1.272山8.65（1.5+3.1+6）*2*4*（0.24*0.4+0.1*0.06）8.65阳台1.65（1.5+3.1+6）*2*（0.24*0.3+0.1*0.06）1.65阳台工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第7页/共77页113-98C30钢筋砼挑檐139.092m2100mm1

30、6.802.4*0.7*2*516.80C3100mm7.202.4*0.3*2*57.20TC2100mm28.802.4*0.3*4*2*528.80TC2100mm13.982.33*0.3*2*2*513.98TC1100mm43.201.2*0.6*12*543.20空调板100mm4.12（3.03*2+0.4*2）*0.604.12南挑檐反沿100mm25.00（38.66+1.5*2）*（0.4+0.1+0.1）25.0012C30钢筋砼过梁178.600m240*200150.001*30+0.9*60+0.8*30+0.7*30+2.1*10150.00120*10028.

31、601.2*18+10*0.728.60汇总3-51C30过梁240*200150.00150150.003-45C30过梁120*10028.6028.628.60四、地面工程14-19附房3:7灰土夯实454.642m2附房300mm454.64(38.9-0.24)*(12.00-0.24)454.64附房附房24-20增150厚6819.63m2454.642*156819.63附房附房34-2560厚C15砼垫层454.642m2附房454.64(38.9-0.24)*(12.00-0.24)454.64附房附房421-320厚1:3水泥砂浆找平454.642m2附房454.64(3

32、8.9-0.24)*(12.00-0.24)454.64附房附房51厚高分子防水涂料417.096m附房379.54(38.9-0.24)*(12.00-0.24)-（100.84+212.08）*0.24379.54附房12.10(38.66+11.76)*2*0.15*0.812.10附房25.45(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*0.15*0.825.45附房附房64-45C20细石砼地面随打抹454.642m2附房40mm454.64(38.9-0.24)*

33、(12.00-0.24)454.64附房附房74-111 附房地面随打随抹454.640m2附房454.64454.64454.64附房附房84-42水泥踢脚426.907m150mm426.91454.64*0.939426.91附房9水泥踢脚丙烯酸涂料64.037m2附房工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第8页/共77页64.04426.91*0.1564.04附房104-111 水泥砂浆楼面336.546m220mm23.400.6*2.6*3*523.40管道井313.1538.66*8.1313.15阁楼1121-320厚1:3

34、水泥砂浆找平136.500m2阳台136.50（3.1*1.5+6*1.5）*2*5136.50阳台阳台121.5厚高分子防水涂料87.750m2阳台67.50（1.5*1.5+3*1.5）*2*567.50阳台20.25（4.5*0.15*3）*2*520.25阳台阳台1321-13 C20细石砼找坡136.500m2阳台35厚136.50（3.1*1.5+6*1.5）*2*5136.50阳台1421-14 减5厚-136.5m2阳台-136.5-136.5-136.5阳台154-111 水泥砂浆楼面136.500m阳台20厚1:2136.50（3.1*1.5+6*1.5）*2*5136.5

35、0阳台1621-320厚1:3水泥砂浆找平 1552.566m3客餐卧1444.57（4.83*3.9+3.78*6+3.48*2.3*2+1.26*2.28*2+4.2*6.13+13.2*4.2）*2*5 1444.57客餐卧108.003.6*1.5*2*2*5108.00客餐卧客餐卧客餐卧174-45C15砼垫层随打随抹1552.566m2客餐卧50厚1444.57（4.83*3.9+3.78*6+3.48*2.3*2+1.26*2.28*2+4.2*6.13+13.2*4.2）*2*5 1444.57客餐卧108.003.6*1.5*2*2*5108.00客餐卧184-46增10厚=

36、SUM(D397:D397)m2客餐卧3105.121552.56*23105.12客餐卧194-111 水泥砂浆楼面1552.566m2客餐卧20mm1444.57（4.83*3.9+3.78*6+3.48*2.3*2+1.26*2.28*2+4.2*6.13+13.2*4.2）*2*5 1444.57客餐卧108.003.6*1.5*2*2*5108.00客餐卧2021-320厚1:3水泥砂浆找平244.152m厨卫244.15(2.16*1.92+2.09*1.92+2.06*2.46*2+1.5*2.04*2)*2*5244.15厨卫厨卫211.5厚高分子防水涂料310.602m厨卫2

37、44.15(2.16*1.92+2.09*1.92+2.06*2.46*2+1.5*2.04*2)*2*5244.15厨卫66.45(2.16*2+1.92*2+2.09*2+1.92*2+2.06*2+2.46*2*2+1.5*2*2+2.04*2*2)*2*5*0.1566.45反0.15厨卫工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第9页/共77页2221-13 C15砼垫层随打随抹244.152m厨卫50厚244.15(2.16*1.92+2.09*1.92+2.06*2.46*2+1.5*2.04*2)*2*5244.15厨卫2321-

38、14 C15砼垫层随打随抹488.300m厨卫增10488.30244.15*2488.30厨卫厨卫244-111 水泥砂浆楼面244.152m厨卫20mm244.15(2.16*1.92+2.09*1.92+2.06*2.46*2+1.5*2.04*2)*2*5244.15厨卫厨卫25楼梯丙烯酸踢脚37.544m25.130.3*0.15/2*（12+8*8）*35.1311.91（4.01+2.66*8+1.18）*0.15*311.9111.79（2.36+1.44*2）*0.15*5*311.798.71（2.36+1.24*2）*0.15*4*38.71264-74细石混凝土散水18

39、.816m218.8211.76*0.8*218.82274-68细石混凝土坡道88.952m288.9538.66*1+2.6*0.5*3+38.66*1.288.95284-82建筑油膏伸缩缝108.640m2108.6411.76*2+38.66+2.6*3+38.66108.64五、屋面工程121-320厚1:3水泥砂浆找平374.695m2瓦屋面364.888.39*38.9*1.118364.88瓦屋面6.541.8*3*6*0.20196.54瓦屋面3.276*1.8/2*3*0.20193.27瓦屋面2聚氨酯泡沫板24.355m2瓦屋面24.36374.695*0.06524.

40、36瓦屋面瓦屋面321-320厚1:3水泥砂浆找平374.695m2瓦屋面374.70374.695374.70瓦屋面41.5厚高分子防水涂料374.695m2瓦屋面374.70374.695374.70瓦屋面5直径4双向钢筋网150494.597公斤瓦屋面494.60374.695*1/0.15*1*2*0.099494.60瓦屋面621-13 C20细石砼找坡374.695m2瓦屋面工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第10页/共77页35厚374.70374.695374.70瓦屋面721-14 增5厚374.695m2瓦屋面374.

41、70374.695374.7085-202 15厚砂浆粘贴平瓦374.695m2瓦屋面374.70374.695374.70瓦屋面9见下1:8水泥珍珠岩找坡2%90.811m2平屋面40厚（女儿墙内天沟）90.8138.9*2.4-2.36*0.36*390.81平屋面105-411:8水泥珍珠岩找坡908.11m2平屋面40厚908.1190.811*10908.11平屋面11见下1:8水泥珍珠岩找坡2%61.505m2平屋面40厚（挑檐天沟）61.5032.84*1.74+3.03*2*0.7261.50平屋面125-137 1:8水泥珍珠岩找坡492.04m2平屋面40厚492.0461

42、.505*8492.04平屋面1321-320厚1:3水泥砂浆找平152.310m2平屋面152.3190.81+61.50152.31平屋面14聚氨酯泡沫板9.900m2平屋面9.90152.31*0.0659.90平屋面1521-3 25厚1:2.5水泥砂浆找平152.310m2平屋面152.31152.31152.31平屋面161.5厚高分子防水涂料182.518m2平屋面152.31152.31152.31平屋面16.66(38.66+1.92+0.36*3)*2*0.216.66平屋面13.54(32.6+1.26)*2*0.213.54平屋面17见下1:8水泥珍珠岩找坡2%21.2

43、08m2蓬车库40厚（雨蓬车库）21.212.6*1.26*3+3.27*1.74*221.21蓬车库185-106 1:8水泥珍珠岩找坡2%148.456m2蓬车库40厚148.45621.208*7148.456 蓬车库蓬车库1921-320厚1:3水泥砂浆找平21.210m2蓬车库21.2121.2121.21蓬车库蓬车库201.5厚高分子防水涂料29.850m2蓬车库21.2121.2121.21蓬车库工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第11页/共77页8.64（2.6+1.26）*2*0.2*3+（3.27+1.74）*2*0.

44、2*28.64蓬车库蓬车库2121-3 25厚1:2.5水泥砂浆找平 21.210m2蓬车库21.2121.2121.21蓬车库22厨房间烟道159.800m159.80（2.9*5+0.8）*6+（2.9*5+2+0.5）*4159.8023厨房间烟帽10.000只10.001010.00245-175 塑料排水管124.450m124.45（16.7+0.3+0.15）*7+2.2*2124.45255-176 塑料落水斗9.000m9.007+29.00265-178 铸铁落水口9.000m9.007+29.00275-181 上人孔盖板3.000m3.0033.00六、门窗工程1附房铁

45、门36.720m2DM15.040.7*1.8*45.04DM231.680.8*1.8*2231.682车库卷帘门63.083m2JLM110.072.53*1.99*210.07JLM210.352.6*1.99*210.35JLM322.772.86*1.99*422.77JLM419.902.5*1.99*419.903单元对讲门3.000樘FDM 1.6*2.13.0033.004入户防盗门30.000樘M1 1.0*2.130.003030.005管道井门32.400m2M532.401.2*1.5*1832.406中空塑钢窗651.586m2C126.111.36*1.6*122

46、6.11C264.002*1.6*2064.00工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第12页/共77页C316.802.1*1.6*516.80C426.561.66*1.6*1026.56C519.041.19*1.6*1019.04C649.921.56*1.6*2049.92C748.001.5*1.6*2048.00GC12.161.2*0.9*22.16TC142.08（2.03+0.6）*1.6*1042.08TC2108.00（2.1+0.6）*1.6*25108.00YTC1124.202.76*2.25*20124.20Z

47、JC1100.804.48*2.25*10100.80LHC110.501.56*1.122*610.50LHC210.712.58*1.384/2*610.71DC12.701.5*0.9*22.70七、一般涂刷工程17-14内墙混合砂浆抹灰7389.154m2外墙内侧抹灰1138.571137.28*0.93+86.99*0.931138.57内墙两侧抹灰6250.583028.57*1.94+193.38*1.946250.582内墙刮仿瓷涂料7868.933m27393.547393.5397393.54门窗套192.29192.29192.29门窗套283.10196.6*0.24*

48、6283.103天棚刮腻刷仿瓷涂料2743.974m2矩形梁269.1924.59*10.947269.19平板2474.79（2548.77-43.12）*0.86+372.01*0.862474.7947-22梁柱面抹灰269.190m2矩形梁269.19269.19269.1957-13外墙抹灰1248.768m21224.271137.28+86.991224.2715.13(38.66+11.76)*2*0.1515.139.37（1.52-0.12-0.3）*2.84/2*3*29.376外墙保温1336.287m22.0以上外墙1248.771248.7681248.77门窗套1

49、92.29159.26*0.12+217.96*0.12+217.96*0.12*5+135.41*0.12192.29外出挑檐38.1095.24*（0.1*2）*238.10阳台挑檐24.00100*（0.06+0.12+0.06）24.00扣减2.0以下保温-166.869-166.869-166.87工 程 量（予决算）计 算 表工程名称:序号 定额分部分项工程数量单位计算式计算结果 位置第13页/共77页7外墙涂料1475.376m22.0以上外墙1248.771248.7681248.77门窗套192.29159.26*0.12+217.96*0.12+217.96*0.12*5+

50、135.41*0.12192.29外出挑檐38.1095.24*（0.1*2）*238.10阳台挑檐24.00100*（0.06+0.12+0.06）24.00挑檐空调板139.09139.09139.09扣减2.0以下真石漆-166.87-166.87-166.878外墙真石漆166.869m22.0以下外墙128.71128.71128.71门窗套19.11159.26*0.1219.11外出挑檐19.0595.24*（0.1*2）19.05八、金属构件1楼梯不锈钢扶手98.010m98.01（1.05+4.2+0.06*8+3.08*8+2.3）*398.012阳台不锈钢扶手100.00