预算书工程称号：工程所在：建破单元：施工单元：监理单元：审价单元：图纸号：构造模范：修建面积：总造价：元体例人〔签章〕：资历证：调查人〔签章〕：资历证：二ＯＯ四年代日注：本估算书采纳上海市园林建破工程估算定额用度规范。〔沪建建〔94〕第0804号〕计划编号：工程称号：绿化莳植工程工程性子：新建体例单元：体例日期：工程估算书总表工程称号绿化莳植工程日期2004年代日工程总面积m273.5元／m2技艺经济目标造价〔元〕序号分项工程称号计价单元备注12345630194.206006.36仿古六角亭水池元元元元元元元花架34125.7217018.1885994.8512889.34186288.65园路假山、景石绿化工程计合1．六角亭〔仿古修建〕1〕内容序号定额编号工程工程单元数目单价〔元〕复价〔元〕备注12-2-52-8-12-8-42-7-54-1-84-1-63-3-17-2-17-3-57-3-257-7-27-4-17-4-227-8-27-8-119-3-19-3-11m315.166.1993.8443.23人工挖土方人工运土方〔60m〕2m329.54.5534人工回填土钢筋混凝土根底块石混凝土零碎砖砌木圆柱m3m35.661.642.170.620.810.450.430.530.840.271.8473.420.9650.9182.49308.21215.82155.67835.161460.901318.741626.311401.551425.9293.9314.09505.46468.2396.525m36m3m37676.48657.41567.06861.941177.30384.99173.49806.54829.65565.188木串枋m39木桁条m310111213141516木戗角m3m3木椽木飞橡m3木封沿10m10m210m10m净水望板木靠背235.83859.74615.66木挂落171819202122232425262728293031323334357-3-337-8-7估木牛腿坐挖板m310m2只0.720.261788.01888.23700.00409.78153.84250.00651.38188.83171.8539.48408.50230.94700.001401.65288.86250.001289.731138.98178.7241.06雕花雷公柱筒瓦屋面8-2-78-4-9估10m210m只3.421.8781滴水勾头顶饰8-3-128-3-1411-1-1211-3-1估泥鳅背10m条1.986戗背混凝土垫层水泥砂浆寻平青石贴正面青石台阶m31.041.042.403.130.727610m2m2140.00190.00185.0155.00336.00594.70134.50330.00510.0047.95估11-6-11估冰缝石板空中石磉板m2块估石鼓只685.0010-1-3312-1-912-1-10估零碎砌体抹灰浆柱、桁等油漆戗角、挂落椽油漆零碎砌体刷白10m210m210m20.693.6074.420.6969.49116.20131.4369.06419.13580.9247.65210m15-3-215-3-415-3-5估足手架10m21.0426.0327.0736373811432.04130.00432.04130.00歪道座座进料平台2)资料与经费小计17433.81资料差价钢材7055.25t0.066×(3400-2089)=×(300-210)=86.53162.006806.72水泥木料t1.80m34.78×(2500-1076)=用度计划表一二三四五六七单刀直入费17433.8118043.5920209.27115.18不的单刀直入费单刀直入费小计综合单刀直入费用度算计利润〔一〕×3.5％〔一〕＋〔二〕〔三〕×12％〔三〕+〔四〕〔五〕×9％610.182165.281818.83不的用度此中定额体例治理费{〔五〕+〔六〕}×0.5‰{〔五〕+〔六〕}×3.5‰〔三〕×1.5‰11.01工程品质监视费行业治理费77.1027.07八九资料补差价7055.25税金{〔五〕+〔六〕+〔七〕+〔八〕}×3.41％995.67十总造价{〔五〕+〔六〕+〔七〕+〔八〕+〔九〕}30194.202．水池1〕内容序号定额编号工程工程单元数目单价〔元〕复价〔元〕备注1232-2-52-7-1人工挖土方平坦园地m310m2m330.783.427.166.196.082.49190.5320.7917.832-7-7人工回填土2-8-14人工运土方m38.04.5536.402-8-45611-1-123-1-174-1-1010-1-2410-2-210-1-24C10素混凝土垫层砖砌池壁m3m33.023.176.172.411.3752.89171.85149.76355.7665.36518.99474.742195.04157.52216.14188.897C20钢筋凝土池底池壁防水砂浆池壁瓷砖贴面池底防水砂浆m3810m229m157.1965.361010m22)资料与经费小计4016.87资料差价979.32此中水泥钢材tt3.7×(300-210)=333.000.493×(3400-2089)=646.32用度计划表单刀直入费一二三四五六七4016.874157.464531.6325.45不的单刀直入费单刀直入费小计综合单刀直入费用度算计利润〔一〕×3.5％〔一〕＋〔二〕〔三〕×9％140.59374.17271.90〔三〕+〔四〕〔五〕×6％不的用度此中定额体例治理费工程品质监视费行业治理费资料补差价税金{〔五〕+〔六〕}×0.5‰{〔五〕+〔六〕}×3.5‰〔三〕×1.5‰2.4010.816.24八九十979.32{〔五〕+〔...
