桥涵总包预算书.docx

1、桥涵总包预算书桥涵总包工程预算书 一、工程地点：天津 二、工程项目： 1、灌注桩工程：1040.34M3 2、盖梁：280.4M3 3、桥面铺装：132M3 4、桥头搭板：164.9M3施工图预算计价费用表序号费用项目名称计算公式金额 1施工图预算计价合计(工程量编制期预算基价)3064984 2其中：人工费688318688318 3措施项目预算计价(一)合计措施项目(一)金额160898 4其中：人工费4423644236 5措施项目预算计价(二)合计(工程量编制期预算基价)934086 6其中：人工费634724634724 7规 费(2+4+6)*1.00*0.4421604474 8

2、利 润(1+3+5+7)*0.07333511 9其中：施工装备费(1+3+5+7)*0.03142933 10税 金(1+3+5+7+8)*0.0351178938 11含税总计1+3+5+7+8+105276891施工图预算计价表编号项目名称单位工程量单价人工费单价材料费单价机械费单价管理费单价合价人工费合价材料费合价机械费合价管理费合价3-1-1水中埋设灌注桩钢护筒(1000) m376.992795.6848254.1397.9312023.7529996795793.7150018.224520189543-1-2水中埋设灌注桩钢护筒(1200) m560891.6315304.94

3、27.9213127.3499314170755239636.0573634152883-1-18回旋钻机钻灌注桩孔(1000,40m,砂土、黏土) m480279.305895.142.225816120.8113406745667.21068.377734299893-1-22回旋钻机钻灌注桩孔(1200,40m,砂土、黏土) m560305.0458103.12.225817722.817082657713.61246.4499098127683-1-59灌注桩泥浆运输 m31040.3440.732.030353.7423732111.8903641238493-1-60回旋钻孔灌注桩

4、混凝土 m31040.34569.735676.84485.0107.8959272079939.9504571.73082083-2-2非预应力钢筋制作与安装(3号钢、10以内) t8.0625004.73913083365.8181149.95403481054627135.471457.912093-2-3非预应力钢筋制作与安装(3号钢、10以外) t30.9554861.94211303473.5134124.0615050134986.6107521.034153.538403-3-36现浇C30混凝土台盖梁 m3280.4605.8989116.3445.324.419.92169

5、89432604.9124861.826841.855863-2-3非预应力钢筋制作与安装(3号钢、10以外) t354861.94211303473.5134124.0617016839558.4121571.184696.343423-3-55现浇C30钢纤维混凝土桥面铺装 m3111.3870.968783.34747.724.115.82969399275.7483218.872683.417613-2-2非预应力钢筋制作与安装(3号钢、10以内) t1.25004.73913083365.8181149.9560061569.734039.02217179.93-2-4非预应力钢筋制

6、作与安装(螺纹钢、14以内) t15.4285133.61313083489.5185151.087920120181.553836.22852.823313-10-3普通橡胶支座 m210.26240.686245.74191.3803.572469469.291963.52036.633-10-22TS80伸缩缝 m811884.848232.81525.68541.5115267318853.6123571.83688533623-3-56现浇C25混凝土桥头搭板 m3122503.818267.29426.791.28.54614668209.3852068.16146.410423-

7、3-55现浇C30钢纤维混凝土桥面铺装 m31321504.39783.341381.124.115.8219858011000.9182308.783182.520883-2-7非预应力钢筋骨架制作与安装(螺纹钢、14以外) t25.85692.79915203607353213.3114687439203.693060.849106.455033-10-30安装UPVC泄水管 m26.4112.09797.11104.4300.562959187.72756.9014.783-3-56现浇C25混凝土桥头搭板 m342.9503.818267.29426.791.28.5421614288

8、6.7418309.2151.48366.43-2-2非预应力钢筋制作与安装(3号钢、10以内) t5.25004.73913083365.8181149.95260256802.1717502.41940.32779.7措施费一项目名称计算说明计算公式金额人工费材料费安全文明施工措施费人工费、材料费、机械费2.48%2973486.17*0.02487374211798.7961943.67冬雨季施工增加费人工费、材料费、机械费合计1.54%(2973486.17+856186.06)*0.01545897732437.3226539.63夜间施工增加费夜间施工工日29.81元000非夜间施

9、工照明费封闭作业工日80%13.81元000二次搬运措施费材料费合计1.19%(1910266.05+0.00+0.00+135849.78+0.00+0.00)*0.011924349024348.78竣工验收存档资料编制费人工费、材料费、机械费合计0.10%(2973486.17+856186.06)*0.001383003829.67半幅施工措施费人工费、材料费、机械费合计0.00%(2973486.17+856186.06)*0.00000土建措施费二编号项目名称单位单价人工费单价材料费单价机械费单价管理费单价合价人工费合价材料费合价机械费合价管理费合价1-2-25.0t柴油打桩机安拆

10、费(陆地) 架次9984.0764065.6234.1365039645.5899844065.6234.145038.76645.581-5-1修筑临时路 m241.473625.4112.81361.941.3149773049.21537.63232.8157.21-5-4搭拆临时钢板便桥 m303.264238.62112.514144.27.961395021776551756.5366318.23661.61-5-6钢板施工围护栏(高1.8m以内) m32.03442.2929.38440.240.125126366.44701.538.419.21-5-12铺设临时供水管道(DN

11、75) m169.3786141.6919.37861.456.86101638501.41162.7187411.61-6-4筑土围堰 m3124.02110.0900.6513.2822323619816201170239041-6-57回旋钻机场外运费(2000以内) 台次5835.2021219.68333.6423927354.8158351219.7333.643927.07354.813-7-11搭拆浅水打桩或钻孔脚手架 m2173.681109.6322.90126.6314.5227789175413664.164260.82323.23-7-12搭拆桥下抹梁缝脚手架 m23

12、0.255821.556.115802.5918153129303669.47015543-7-13搭拆船上脚手架(高3.6m以内) 座2763.5612163.92339.4110260.2344217034622754305.760416373-7-15搭拆悬臂脚手架 m57.344537.9714.804504.5722941518.8592.180182.83-7-33现浇混凝土墩盖梁模板 m291.297850.8220.797812.96.7825600142505831.693617.161901.13-7-42现浇混凝土实体连续板模板 m247.176122.3619.74612.262.81192579127.48060.37922.53