收费钢结构大棚工程量计算

,,,工程量计算表,,,,

工程名称：,娄底收费站,收费天棚变更,,,,,

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清单编码,项目名称,,计算式,单位,数量,审核,备注

1,预埋件,,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+6.53,T,3.077,3.059,详见计算稿

2,零星构件,,373.03+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,T,13.406,7.754,详见计算稿

3,钢管柱,,合计,T,,,详见计算稿

,,圆钢管柱,29525.85+18932.44+3763.29,T,52.222,51.200,详见计算稿

,,方钢管柱,997.92+4.24+633.6,T,1.636,1.621,详见计算稿

4,钢支撑,,合计,T,,,详见计算稿

,,钢支撑(弧形),701.22+2315.78+603.78+2102.27+605.52+2102.27,T,8.431,8.430,详见计算稿

,,钢拉杆,373.3+29729.69+633.6,T,30.737,26.621,详见计算稿

5,钢梁,,13235.82+11080.32+137.26+199.68+474.42+249.6,T,25.377,25.377,详见计算稿

6,钢走道,,15625.9+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,T,79.240,75.746,详见计算稿

7,钢管桁架梁,,合计,T,,,详见计算稿

,,弧形钢桁架,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,T,173.567,172.792,详见计算稿

,,直形钢桁架,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+483.07,T,128.130,127.933,详见计算稿

8,钢檩条,,6236.93+2148.86+5431.76+2148.86+1725.54+2557.29+1078.16+1010.07+1103.12+2207.46+103.85+39.78,T,25.792,22.123,详见计算稿

9,直形钢梯,,738.64+810.07,T,1.549,1.538,详见计算稿

10,钢平台,,20.6+130.5+105.21+206.28+464.41+373.35+35.18+617.48+29.63+67.82+10120,T,12.170,11.240,详见计算稿

11,弧形钢梯,,1809.21+7487.77,T,9.297,4.672,详见计算稿

,不锈钢板天沟500,,28.8,#REF!,#REF!,28.800,详见计算稿

,不锈钢板天沟350,,112.8,#REF!,#REF!,112.800,详见计算稿

,不锈钢板天沟250,,162.88,#REF!,#REF!,162.860,详见计算稿

,3mm复合铝板柱面,,231.71+241.6,#REF!,#REF!,473.310,详见计算稿

,不锈钢栏杆扶手,,296.81,#REF!,#REF!,236.200,详见计算稿

,成品百叶窗,,12.42,#REF!,#REF!,10.530,详见计算稿

,明框玻璃幕墙,,387.38,#REF!,#REF!,348.210,详见计算稿

,檐口3mm条形铝板挂板,,821.98,#REF!,#REF!,450.910,详见计算稿

,2mm条形铝板挂板,,2037.07,#REF!,#REF!,1738.450,详见计算稿

,屋面采光板,,4084.14,#REF!,#REF!,2084.900,详见计算稿

#REF!,#REF!,,2.5*