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11.施工图预算1.1施工图预算书1.1.1施工预算书封面建设单位:河南XX置业有限公司工程名称:XX城一期1#工程建筑面积:3381.54平方米工程造价:3,601,306.55元施工单位:大成集团编制单位:编制日期:编制人:审核人:21.1.2编制说明一、编制依据1、河南省08建筑工程定额2、河南省08装饰装修工程定额3、郑州市2013年第一季度信息价二、造价分析工程总费用:3,601,306.55元单方造价:1064.99元/平方米1.1.3单位工程费用表序号费用名称取费基础费率金额(元)1定额直接费:1)定额人工费分部分项人工费616810.1522)定额材料费分部分项材料费+分部分项主材费+分部分项设备费1772468.0233)定额机械费分部分项机械费1358484定额直接费小计定额直接费:1)定额人工费+2)定额材料费+3)定额机械费2525126.1735综合工日综合工日合计+技术措施项目综合工日合计14938.456措施费:1)技术措施费技术措施项目人工费+技术措施项目材料费+技术措施项目机械费72)安全文明措施费现场安全文明施工措施费98814.387.12.1)基本费安全文明基本费98814.387.22.2)考评费安全文明考评费7.32.3)奖励费安全文明奖励费83)二次搬运费材料二次搬运费94)夜间施工措施费夜间施工增加费105)冬雨季施工措施费冬雨季施工增加费116)其他12措施费小计措施费:1)技术措施费+2)安全文明措施费+3)二次搬运费+4)夜间施工措施费+5)冬雨季施工措施费+6)其他149739.213调整:1)人工费差价人工价差344266.12142)材料费差价材料价差140574.37153)机械费差价机械价差164)其他17调整小计调整:1)人工费差价+2)材料费差价+3)机械费差价+4)其他484840.4918直接费小计定额直接费小计+措施费小计+调整小计3159705.8619间接费:1)企业管理费分部分项管理费+技术措施项目管理费216511.92序号费用名称取费基础费率金额(元)202)规费:①工程排污费+②工程定额测定费+③社会保障费115175.464+④住房公积金+⑤意外伤害保险21①工程排污费22②工程定额测定费综合工日023③社会保障费综合工日24④住房公积金综合工日17025390.5425⑤意外伤害保险综合工日608960.3126间接费小计间接费:1)企业管理费+①工程排污费+②工程定额测定费+③社会保障费+④住房公积金+⑤意外伤害保险331687.3827工程成本直接费小计+间接费小计3491393.2428利润分部分项利润+技术措施项目利润146102.03291)总承包服务费总承包服务费302)零星工作项目费零星工作项目费313)优质优价奖励费优质优价奖励费324)检测费检测费335)其他其他项目其他费34其他费用小计1)总承包服务费+2)零星工作项目费+3)优质优价奖励费+4)检测费+5)其他35税前造价合计工程成本+利润+其他费用小计3637495.2736税金税前造价合计3.477126475.7137甲供材料费市场价甲供材料费38工程造价总计税前造价合计+税金-甲供材料费3601306.5551.1.4单位工程概预算表序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计11-1平整场地100m29.769464.134534.273402.68577.66553.928.179.1321-2人工挖土方一般土深度(m)1.5以内100m37.0971061.457533.545976.79861.77694.9819.5813931-38机械挖土一般土1000m31.0322533.552614.37149.092320.9773.4270.898.188.4441-48装载机装运土方运距20m以内1000m30.1641636.37268.0437.33207.2911.9111.58.361.3751-127回填土夯填100m35.463000.4116381.9412019.8195.44269.392040.581956.7251.2279.5363-1砖基础(M5水泥砌筑砂浆)10m31.9772516.794975.44993.733581.7339.1194.69166.212.0123.7473-55多孔砖墙1砖及以上(M5混合砌筑砂浆)10m3129.6382552.52330903.5969457.45234397.172004.213510.8711533.8912.711647.783-58加气混凝土块墙(M5混合砌筑砂浆)10m33.1162129.536635.621286.284875.4215.42247.35211.149.6830.1694-3带形基础混凝土无梁式(C15-40(32.5水泥)现浇碎石砼)10m322.2342319.4351569.748260.337746.77183.8738421536.88.64192.1104-13基础垫层混凝土(C10-40(32.5水泥)现浇碎石砼)10m36.9132488.2317202.133570.2911083.0157.931660.6830.312.0183.036114-18圆柱直径(m)0.5以内(C20-40(32.5水泥)现浇碎石砼)10m30.1863269.23607.1135.19332.342.4977.3459.7316.933.14124-20构造柱(C20-40(32.5水泥)现浇碎石砼)10m316.0993388.0854545.0418344.9228560.61216.214991.532431.7726.5426.63134-22单梁、连续梁(C20-40(32.5水泥)现浇碎石砼)10m312.0442586.8431155.124707.5221512.7161.752693.092080.079.09109.48144-26圈(过)梁(C20-40(32.5水泥)现浇碎石砼)10m316.6663027.7950461.1514038.9430517.61223.823819.851860.9319.59326.49154-36平板板厚(mm)100以内(C20-20(32.5水泥)现浇碎石砼))10m314.9912594.3438892.794886.329981241.512147.671636.317.58113.63164-37平板板厚(mm)100以上(C20-40(32.5水泥)现浇碎石砼10m311.2582498.03281223669.3321429.8181.361612.781228.787.5885.33序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计)72174-44阳台(C20-20(32.5水泥)现浇碎石砼)10m32.5713614.449291.282425.165112.4361.721127.98563.9921.9456.4184-47直形整体楼梯(C20-40(32.5水泥)现浇碎石砼)10m219.852785.4515592.913995.068698.04112.561858.17929.084.6892.91194-50压顶(C20-40(32.5水泥)现浇碎石砼)10m30.3013354.131008.92247.05583.066.46114.9157.4519.15.757204-86外购板安装空心板(C20-16(32.5水泥)现浇碎石砼)10m321.5027474.3160714.6418353.29126675.855195.177234.663255.6621.03452.17214-168现浇构件钢筋Ⅰ级钢筋Φ10以内t11.8134172.8749294.115242.1440073.59310.092445.531222.7610.35122.26224-171现浇构件钢筋Ⅲ级钢筋综合t44.3514361.38193431.5612911.02165924.632221.547387.14987.277.03311.7237-1屋面板或椽子挂瓦条上铺设水泥瓦(1:2.5水泥砂浆)100m26.7054621.9530991.11185.0129045.45402.38358.264.1127.56247-36屋面高聚物改性沥青卷材(厚3mm冷贴)满铺100m25.824447.0625883.671366.5123640.02464413.135.4631.78257-149氯丁沥青冷胶涂料平面二布三涂100m25.8484784.4927980.652351.2724120.2798.34710.859.3554.68267-61屋面隔离层(干铺)聚氯乙烯塑料薄膜100m26.083201.781227.45340.05669.14115.46102.81.37.91277-106UPVC水落管圆形(mm)Φ10010m21.78415.359046.322388.185125.27810.87722.012.5555.54287-109UPVC水斗圆形(mm)Φ10010个1.2473.66568.39115.07379.4639.0734.792.232.68297-211楼地面、屋面找平层水泥砂浆加聚丙烯厚度每增减5mm(1:3水泥砂浆)100m26.539210.661377.59373.99728.4924.26132.68118.171.399.09308-175水泥珍珠岩1:810m31.1642042.472377.44503.021583.12174.31116.9810.0511.7318-18聚苯乙烯泡沫塑料板厚100m26.0651692.8110266.551017.078660.53352.43236.533.923.68330mm干铺5序号编号名称单位工程量单价合价其中综合工日人工合价材料合价机械合价管理费合价利润合价含量合计328-207聚苯板外墙面保温涂料饰面下100m226.5557957.8211317.7923978.98172922.2531.183095576.5121557.653312-14塔吊基础铺拆费固定式带配重座133079.133079.1709520820.33286.92720.432156.44165.88165.883412-20安装拆卸费自升式塔吊台次121649.5743299.141032048424204.344624.836661412823512-28安装拆卸费混凝土搅拌站座112751.2612751.2638705720.7617631397.5107.5107.53612-56场外运输费混凝土搅拌站座18774.548774.5411182180.624417.52590.446836363712-61带型基础模板无梁式10m322.238183.984091.351635.161364.7566.27627.33397.841.7238.253812-71基础垫层模板10m36.913488.823379.411147.491384.5562.84437.62346.913.8626.693912-76圆柱模板直径0.5m以内10m30.1867273.341350.66554.41392.4323.4212.21168.2169.6812.944012-80构造柱模板10m316.0992022.7532564.4515361.287972.761115.024724.923390.4722.4360.684112-82矩形梁模板10m312.0443015.3336315.7313692.7211599.891523.055299.354200.
本文标题:施工图预算_secret
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