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收费钢结构大棚工程量计算

来源:知库网
工 程 量 计 算 表工程名称:清 单 编 码1第1页;共4页娄底收费站收费天棚变更项 目 名 称预埋件计 算 式776.86+194.92+23.39+50.87+61.54+1125.38+311.87+46.78+81.39+98.47+150.72+26.14+79.13+26.14+16.49+6.53373.03+200.96+596.85+157+25.43+11.3+4.24+494.55+1025.57+1431.84+1181.27+442.62+1235.9+1019.62+470.28+1235.9+377.84+527.52+435.2+275.29+723.46+190.27+531.29+438.31合计29525.85+18932.44+3763.29997.92+4.24+633.6合计701.22+2315.78+603.78+2102.27+605.52+2102.27373.3+29729.69+633.613235.82+11080.32+137.26+199.68+474.42+249.615625.9+8807.16+4492.22+119.35+496.76+769.61+146.5+3399.26+4967.04+1956.66+75.19+843.9+18967.92+1539.23+6391.97+9537.4+1103.75合计2774.12+1138.88+2427.93+1002.86+2186.21+901.19+1851.36+772.92+1891.38+779.66+1821.78+746.99+1790.46+744.5+2052.44+745.21+1837.44+773.63+1917.48+782.86+2037.54+836.85+2513.84+921.03+2284.62+1016.58+2284.62+1016.58+2513.84+921.03+2030.58+834.36+1907.04+781.08+1830.48+748.05+2048.46+769.72+1792.2+744.85+1827+749.12+1901.82+780.73+2303.03+835.43+2200.26+902.98+2438.58+1022.06+2774.12+1116.35+5740.05+2146.26+5740.05+2146.26+9384.84+2028.53+7653.58+3284.89+8883.88+1539.79+6829.1+1513.51+6543.32+1365.39+6372.51+1352.6+3158.34+674.17+3843.22+813.41+12254.47+2674.41单 位T数 量3.07723零星构件钢管柱圆钢管柱方钢管柱TTTTTTTTTT13.40652.2221.6364钢支撑钢支撑(弧形)钢拉杆8.43130.73725.37779.240567钢梁钢走道钢管桁架梁弧形钢桁架T173.567 承包人:

监理处计量工程师:

直形钢桁架891011钢檩条直形钢梯钢平台弧形钢梯不锈钢板天沟500不锈钢板天沟350不锈钢板天沟2503mm复合铝板柱面不锈钢栏杆扶手成品百叶窗明框玻璃幕墙檐口3mm条形铝板挂板2mm条形铝板挂板屋面采光板4906.8+1886.82+4927.68+2004.75+5709.84+2004.75+5112.12+2004.75+796.92+294.82+678.6+222+4906.8+1886.82+4927.68+2004.75+5709.84+2004.75+5112.12+2004.75+704.7+294.82+763.86+294.82+12846.16+1992.67+12293.94+1932.29+11911.01+1932.29+11685.29+1932.29+5804.35+966.14+3184.33+483.076236.93+2148.86+5431.76+2148.86+1725.54+2557.29+1078.16+1010.07+1103.12+2207.46+103.85+39.78738.64+810.0720.6+130.5+105.21+206.28+464.41+373.35+35.18+617.48+29.63+67.82+101201809.21+7487.7728.8112.8162.88231.71+241.6296.8112.42387.38821.982037.074084.142.5*30+3*30*2+20205160第2页;共4页T128.130TTTT#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!T#REF!台班#REF!25.7921.54912.1709.297#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#NAME?#NAME?#NAME?#NAME?#NAME?#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF! 1 承包人:

监理处计量工程师:

审核备注3.059详见计算稿7.754详见计算稿详见计算稿51.200详见计算稿1.621详见计算稿详见计算稿8.430详见计算稿26.621详见计算稿25.377详见计算稿75.746详见计算稿详见计算稿172.792详见计算稿 承包人:

第3页;共4页

监理处计量工程师:

127.933详见计算稿22.123详见计算稿1.538详见计算稿11.240详见计算稿4.672详见计算稿28.800详见计算稿112.800详见计算稿162.860详见计算稿473.310详见计算稿236.200详见计算稿10.530详见计算稿348.210详见计算稿450.910详见计算稿1738.450详见计算稿2084.900详见计算稿详见计算稿 承包人:

第4页;共4页

监理处计量工程师:

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