某医院综合楼土建预算标底

超高部分建筑面积M2CGMJFL一一.直接费AB+C+D847388.97(一)（一）定额直接费BBB1+B2+B379552111.定额人工费B1DERGF+B401206653.4222.定额材料费B2DECLF+B402496222.9633.定额机械费B3DEJXF+B40392644.6244.超高费B4CGMJ*FL4.14.1其中人工费B401CGMJ*FL4.24.2其中材料费B402CGMJ*FL4.34.3其中机械费B403CGMJ*FL(二)(二)其它直接费CB*FL/100323865.63(三)(三)现场经费DE+F28002.3411.临时设施费EB*FL/1000.97159.6922.现场管理费FB*FL/1002.6220842.65二二.间接费GB*FL/1002.217501.46三三、施工利润HB*FL/1002.419092.5四四、劳动保险基金IB*FL/1000.181431.94五五、价差调整JCJ+K+L223140.64单位工程费用计算表金额（元）序号工程或费用名称费用代号计算公式费率（％）工程名称:急诊综合楼土建第1页，共15页单位工程费用计算表金额（元）序号工程或费用名称费用代号计算公式费率（％）工程名称:急诊综合楼土建11.人工费调整JB1*FL/10022.材料价差KK1+K2223140.642.12.1.其中一类材料价差K1CLJC223140.642.22.2.其中二类材料价差K2B2*FL/10033.机械费调整LB3*FL/100六六、工程定额定测费M(A+G+H+I+J+K+L)*FL/1000.151662.83七七、税金N(A+G+H+I+J+K+L+M)*FL/1003.3537192.31八八、工程造价ZJA+G+H+I+J+K+L+M+N1147410.65九九、经济指标JJZBZJ/ZZZ763.74第2页，共15页单位工程费用计算表金额（元）序号工程或费用名称费用代号计算公式费率（％）工程名称:急诊综合楼土建第3页，共15页C1普通粘土砖240×115×53mm千块383.3771351253833.77C1032瓷板108*108*5mm千块2.907139.8263.47-359.51C1041面砖100*200*8mm千块60.342415.5716.17-18143.03C13彩釉砖300×300×10mm千块0.1512137.83031.95-135.02C14彩釉砖200×100×10mm千块10.601339.331029.82-7319.88C258A板方材(模板用)m321.9061577.91087.5310742.05C258B板方材(门窗用)m33.3241628.81087.531799.18C264普通钢筋Φ5mm以内t3.2084021.12956.213416.17C265普通钢筋Φ5mm以上t26.0733817.52663.2530094.76C269型钢t0.1934122.93078.08201.65C375直角扣件个103.2124.074.043.1C376对接扣件个14.1224.582.923.72C377回转扣件个6.614.583.268.73C595水泥525#kg113002.0970.340.37-3390.06C596水泥425#kg95404.2760.330.36-2862.13C597水泥325#kg78767.7470.330.36-2363.03C599白水泥425#kg33.9270.390.56-5.77C600生石灰kg272097.350.140.125441.95数量金额单位:元材料价差计算表工程名称:急诊综合楼土建材料名称单位市场价价差预算价材料代号第4页，共15页数量金额单位:元材料价差计算表工程名称:急诊综合楼土建材料名称单位市场价价差预算价材料代号C607砂(混凝土用)m3262.8531164518662.56C608砂(水泥砂浆用)m3173.2971164512304.09C609砂(水泥石灰砂浆用)m3219.6591164515595.79C610砂(石灰砂浆其他用)m317.643116451252.65C618卵石10mmm362.4928652.52093.48C619卵石20mmm342.528652.51424.42C620卵石40mmm3283.478652.59496.25C671炉渣m352.71242.7635.53381.11BC01不锈钢栏板m102.316016368BC02SBS防水卷材5mm复合胎m2914.0416.2914889.71BC03大理石洗面台1200*600mm个1560900BC04无框镀钛自由玻璃门m2187.2335.9462887.97BC05铝合金地弹门1.5mm厚m29.63244.322352.8BC06铝合金推拉窗1.2mm厚m2137.74183.2425239.48BC07铝合金卷闸门m2239.7676.3518305.68合计223140.64第5页，共15页数量金额单位:元材料价差计算表工程名称:急诊综合楼土建材料名称单位市场价价差预算价材料代号第6页，共15页基价人工费材料费机械费基价人工费材料费机械费01.土石方工程137674.2269894.0134824.9332955.281-123反铲挖掘机挖土一、二类土立方米9198.342.50.901.6022995.858278.5114717.341-97换地基钻探洛阳铲ф100填6:3:1生石灰、豆石、砂子米249563.031.651.3875616.6841177.434439.281-149场地机械平整原土碾压平方米1533.060.170.020.010.14260.6230.6615.33214.631-148场地机械平整填土碾压压路机立方米6132.242.60.120.052.4315943.82735.87306.6114901.341-91基础外围及房心夯填土立方米1592.848.116.110.041.9612917.939732.2563.713121.971-100基础外围及房心夯填土运输运输距离1000m以内50m立方米1592.846.246.249939.329939.3203.砖石工程96252.8424663.4170351.41238.033-1-3砖基础水泥砂浆M10立方米86.01130.826.28102.801.7211250.112260.348841.83147.943-4-2地沟115mm厚砖墙水泥砂浆M5.0立方米28.18140.1743.6595.071.453949.991230.062679.0740.863-10-2地沟240mm厚砖墙水泥砂浆M5.0立方米43.84131.1534.8094.681.675749.611525.634150.7773.213-11-3240mm厚砖墙水泥石灰砂浆M7.5立方米491.38134.6635.0797.821.7766169.2317232.748066.79869.743-25-3空斗砖墙一眠一斗水泥砂浆M7.5立方米46.83101.926.6174.281.014771.981246.153478.5347.33-11-2240mm厚砖墙水泥石灰砂浆M5.0女儿墙立方米33.32130.9135.0794.071.774361.921168.533134.4158.9804.混凝土及钢筋混凝土工程262204.2342504.85205926.0513773.334-127现浇独立基础砼垫层模板(其它)平方米17.2419.892.6516.870.37342.9145.69290.846.384-7-2现浇独立基础及设备基础砼砼C20立方米18.88220.2921.83187.2711.194159.08412.153535.66211.274-119现浇独立基础矩形模板平方米61.422.045.4615.451.131353.25335.24948.6369.38单位工程预(决)算表工程名称:急诊综合楼土建金额单位（元）定额编号项目名称单位数量单价合价第7页，共15页基价人工费材料费机械费基价人工费材料费机械费单位工程预(决)算表工程名称:急诊综合楼土建金额单位（元）定额编号项目名称单位数量单价合价4-254-1现浇独立基础普通钢筋Φ5mm以上吨0.7213071.41172.472803.2995.652214.48124.352021.1768.964-12-2现浇矩形柱砼砼C25立方米24.58253.2844.64202.825.826225.631097.254985.32143.064-128现浇矩形柱模板平方米286.8323.268.4613.321.486671.672426.583820.58424.514-259-1现浇矩形柱周长1.6m以内普通钢筋Φ5mm以上吨3.2513113.99197.432815.15101.4110123.57641.849152.05329.684-127现浇带形基础砼垫层模板(其它)平方米58.7519.892.6516.870.371168.54155.69991.1121.744-4-2现浇带形基础砼砼C20立方米45.48217.8519.72186.9411.199907.82896.878502.03508.924-118现浇带形基础板式模板平方米117.519.586.5810.702.302300.65773.151257.25270.254-253-1现浇带形基础普通钢筋Φ5mm以上吨1.913076.17168.552810.7996.835875.49321.935368.61184.954-17-2现浇圈梁砼砼C20立方米40.68244.3849.22189.435.739941.382002.277706.01233.14-134现浇圈梁直形模板平方米33916.767.458.580.735681.642525.552908.62247.474-266-1现浇圈梁、压顶普通钢筋Φ5mm以上吨3.9143204.56290.062812.57101.9312542.641135.2911008.4398.954-35-1现浇地沟砼砼C15立方米44.4228.931.11188.699.1010163.161381.288377.84404.044-163现浇地沟模板平方米260.9328.375.6921.940.747402.581484.695724.8193.094-285-1现浇地沟普通钢筋Φ5mm以上吨1.7763222.85402.492781.8138.555723.77714.824940.4968.464-18-1现浇地沟砖墙压顶砼砼C15立方米9.39268.8954.63205.169.102524.88512.981926.4585.454-158现浇地沟砖墙压顶模板平方米78.2826.3610.0515.740.572063.46786.711232.1344.624-95预制地沟盖板砼砼C20立方米17.42250.9731.50199.0820.394371.89548.733467.97355.194-237预制地沟盖板模板立方米17.4253.1826.7426.200.24926.39465.81456.44.18第8页，共15页基价人工费材料费机械费基价人工费材料费机械费单位工程预(决)算表工程名称:急诊综合楼土建金额单位（元）定额编号项目名称单位数量单价合价4-352-1预制地沟盖板普通钢筋Φ5mm以上吨0.6292979.06131.832727.53119.701873.8382.921715.6275.294-70-1预制地沟过梁砼砼C20立方米