全套二层别墅结算附图纸_第1页
全套二层别墅结算附图纸_第2页
全套二层别墅结算附图纸_第3页
全套二层别墅结算附图纸_第4页
全套二层别墅结算附图纸_第5页
已阅读5页,还剩26页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

xxx项目工程量统计表,,,,,,,,,,,,,,,,,,,,,

序号,分项工程名称,金额合计,工程量合计,单位,单价,5栋样板别墅工程量,,,,,,,一区,,,二区,,,三区,,

,,,,,,3-300型,2-295型,2-330型,3-430a型,3-228型,3-350,2-273,总工程量,总金额,完成比例,总工程量,总金额,完成比例,总工程量,总金额,完成比例

1,C10砼垫层,10599.45,38.97,m3,271.99,7.4,7.94,7.89,7.5,8.24,4.82,12.6249,357.72,97296.26,0.7,270.82,73660.33,0.62,70.98,19305.85,0.7

2,C25砼承台基础梁,58746.32,184.47,m3,318.46,32.1,44,36.46,34.39,37.52,26.99,41.740232,1802.17,573919.06,0.7,1364.41,434510.01,0.62,357.62,113887.67,0.7

3,C25砼梁,47877.28,150.34,m3,318.46,28.09,27.16,20.84,38.51,35.74,29.64,17.39881687,653.89,208237.81,0.7,495.06,157656.81,0.62,129.76,41323.37,0.7

4,C25砼楼板,52918.50,166.17,m3,318.46,24.29,49.79,18.9,37.89,35.3,26.19,14.876468,1148.73,365824.56,0.7,869.7,276964.66,0.62,227.95,72592.96,0.7

5,C20砼柱,27.64,0.09,m3,307.12,0,0,,0.09,,0,0.38016,66.61,20457.26,0.7,50.43,15488.06,0.62,13.22,4060.13,0.7

6,C25砼柱,46737.19,146.76,m3,318.46,25.65,27.01,22.97,29.87,41.26,20.72,25.89337159,1067.62,339994.27,0.7,808.29,257408.03,0.62,211.85,67465.75,0.7

7,C25砼屋面板,45991.99,144.42,m3,318.46,22.48,26.74,31.45,31.04,32.71,34.47,29.74695997,1295.1,412437.55,0.7,980.51,312253.21,0.62,257,81844.22,0.7

8,C25砼楼梯,11359.47,35.67,m3,318.46,6.51,1.91,2.42,15.51,9.32,3.93,1.444067386,123.71,39396.69,0.7,93.65,29823.78,0.62,24.56,7821.38,0.7

9,C25砼零星构件,13010.18,40.14,m3,324.12,6.65,5.08,10.72,14.91,2.78,0.39,11.1694612,1315.94,426522.47,0.7,996.29,322917.51,0.62,261.13,84637.46,0.7

10,模板于承台基础梁,29217.61,1010.99,m2,28.9,158.69,244.09,194.81,197.96,215.44,175.54,177.3112,3239.11,93610.28,0.7,2452.31,70871.76,0.62,642.76,18575.76,0.7

11,模板于梁,52648.86,1821.76,m2,28.9,303.68,338.52,390.08,417.58,371.9,350.61,188.9160541,14116.48,407966.27,0.7,10687.51,308869.04,0.62,2801.23,80955.55,0.7

12,模板于楼板,32702.37,1131.57,m2,28.9,209.56,134.39,151.32,316.3,320,180.2,135.5288,9269.15,267878.44,0.7,7017.62,202809.22,0.62,1839.4,53158.66,0.7

13,模板于柱,53264.15,1843.05,m2,28.9,303.3,317.51,275.4,401.12,545.72,259.76,285.3737411,13890.81,401444.41,0.7,10516.65,303931.19,0.62,2756.45,79661.41,0.7

14,模板于屋面板,35953.91,1244.08,m2,28.9,185.3,275.02,259.63,251.56,272.57,210.42,255.9826711,11256.66,325317.47,0.7,8522.35,246295.92,0.62,2233.73,64554.80,0.7

15,模板于楼梯,4445.45,137.63,m2,32.3,45.56,13,14.9,28.47,35.7,32.23,5.656,1186.34,38318.78,0.7,898.18,29011.21,0.62,235.37,7602.45,0.7

16,模板于零星构件,10670.31,330.35,m2,32.3,66.1,57.08,82.61,111.95,12.61,3.24,85.9954,15606.89,504102.55,0.7,11815.88,381652.92,0.62,3096.98,100032.45,0.7

17,1级箍筋及主筋,268929.76,55564.00,kg,4.84,,,,,,,,438868,2124121.12,0.7,332264,1608157.76,0.62,87088,421505.92,0.7

18,2级箍筋及主筋,311212.00,64300.00,,4.84,,,,,,,,510072,2468748.48,0.7,386173,1869077.32,0.62,101217,489890.28,0.7

19,砖基础及砖柱,3971.63,16.83,m3,236.02,3.37,3.37,3.37,3.37,3.37,2.909136,2.909136,345.75,81603.92,0.7,261.77,61782.96,0.62,68.61,16193.33,0.6

20,120厚混水砖内墙,11496.93,352.67,m2,32.6,51.25,44.5,69,79.17,108.75,38.42,124.22,895.42,29190.69,0.7,677.92,22100.19,0.5,177.68,5792.37,0.6

21,180厚混水砖内墙,32073.87,623.28,m2,51.46,110.17,91.28,137.06,117.39,167.39,135.39,59.29,9532.43,490538.85,0.7,7216.95,371384.25,0.5,1891.58,97340.71,0.6

22,180厚混水砖外墙,65903.11,1280.67,m2,51.46,162.83,214.33,188.89,364.50,350.11,295.33,208.13,7665.91,394487.73,0.7,5803.82,298664.58,0.5,1521.2,78280.95,0.6

23,80厚碎石垫层于地面,6616.19,82.23,m3,80.46,12.60,15.42,17.39,18.72,18.10,7.687728,10.3474,1288.84,103700.07,0.7,975.71,78505.63,0.5,255.74,20576.84,0.6

24,80厚碎石垫层于卫生间地面,865.62,10.76,,80.46,1.98,1.87,2.38,2.03,2.49,1.79,1.79,23.56,1895.64,0.7,17.84,1435.41,0.5,4.68,376.55,0.6

25,20厚1:2水泥沙浆找平层于卫生间楼地面,1397.25,134.48,m2,10.39,24.71,23.4,29.81,25.4,31.16,,22.4071,1328.18,13799.79,0.7,1005.56,10447.77,0.5,263.56,2738.39,0.6

26,室外台阶及坡道素土夯实,38.16,48.30,m2,0.79,9.66,9.66,9.66,9.66,9.66,,32.9795,1796.01,1418.85,0.7,1358.24,1073.01,0.5,355.99,281.23,0.6

27,300mm厚三七灰土于台阶地面,1675.04,48.30,m2,34.68,9.66,9.66,9.66,9.66,9.66,,32.9795,1070.79,37135.00,0.7,810.69,28114.73,0.5,212.48,7368.81,0.6

28,100mm厚C15砼于台阶,1450.55,4.83,m3,300.32,0.97,0.97,0.97,0.97,0.97,,3.29795,106.94,32116.22,0.7,80.97,24316.91,0.5,21.22,6372.79,0.6

29,15mm厚水泥砂浆找平层于墙柱面,27098.90,3717.27,m2,7.29,727.91,713.99,802.15,765.05,708.17,846.91,429.684765,34630.51,252456.42,0.7,26218.56,191133.30,0.5,6871.96,50096.59,0.6

30,10mm厚水泥砂浆找平层于墙柱面,24868.54,3717.27,m2,6.69,727.91,713.99,802.15,765.05,708.17,846.91,429.684765,34630.51,231678.11,0.7,26218.56,175402.17,0.5,6871.96,45973.41,0.6

31,20mm厚水泥砂浆找平层于外墙,45468.83,2078.10,m2,21.88,346.24,329.53,302.68,514.07,585.58,420.66,258.2751,23871.86,522316.30,0.7,18073.25,395442.71,0.5,4737.05,103646.65,0.6

32,地砖铺贴上人屋面,9837.27,124.02,m2,79.32,15.18,19.83,25.22,28.83,34.96,29.07,38.4749,1193.14,94639.86,0.7,903.32,71651.34,0.5,236.76,18779.80,0.6

33,其它上人屋面,9115.47,124.02,m2,73.5,15.18,19.83,25.22,28.83,34.96,29.07,38.4749,723.22,53156.67,0.7,547.55,40244.93,0.5,143.51,10547.99,0.6

34,坡屋面贴西瓦(料值),106363.12,1251.92,m2,84.96,220.22,222.85,249.25,309.36,250.24,296,212.7356711,11302.43,960254.45,0.7,8557,727002.72,0.5,2242.82,190549.99,0.6

35,门窗套线条,6013.80,801.84,m,7.5,157.4,104,119.62,172,248.82,,687.38,4309.4,32320.50,0.7,3262.7,24470.25,0.5,855.2,6414.00,0.6

36,回填土方,53951.17,5289.33,m3,10.2,,,,,,,,,,,,,,,,

37,承台地梁土方机械大开挖,40934.97,5053.70,m3,8.1,,,,,,,,,,,,,,,,

38,一号清单基本措施项目费用分摊,68133.09,1899.31,m2,35.87,311.37,311.65,347.73,451.19,477.37,,,,,,,,,,,

39,八号清单协调配合费分摊,14705.67,1899.31,m2,7.74,,,,,,,,,,,,,,,,

40,签证部分(全部是主体),91264.44,,,,,,,,,,,,,,,,,,,

41,屋面西瓦主材补材差,62596.00,1251.92,m2,50.00,,,,,,,,,,,,,,,,

投标漏项,100厚地坪C15,,,m3,,,,,,,,12.93425,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,

合计,,1772152.04,,,,,,,,,,,,12448302.78,,,9424531.586,,,2470

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论