全套工程量计算书实例.xls

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1、办办公公楼楼、1#-4#1#-4#厂厂房房工工程程序序号号名名称称结结算算金金额额(元元）备备注注1 114#14#号号车车间间9357356.929357356.922 2办办公公楼楼2653824.262653824.263 3室室外外配配套套工工程程3157844.963157844.96总总 计计15169026.1415169026.142013年7月1#-4#1#-4#厂厂房房、办办公公楼楼、室室外外 配配套套工工程程结结算算资资料料目目录录序序号号资资 料料 名名 称称备备注注1 施工合同2套2 竣工结算补充说明1份3 材料批价2份4 工程结算汇总表1份5 14#厂房竣工结算书1

2、套6 14#厂房工程签证7张7 图纸会审1份8 设计变更1份9 办公楼竣工结算书1套10 办公楼工程签证4张11 室外配套工程竣工结算书1套12 办室外配套工程签证22张13 竣工图14#车间、办公楼、传达室、室外道路、排水沟等2013年7月材材料料价价格格说说明明工工程程名名称称：本工程材料价格均按同期发布信息价执行，其中厂房按2011年2月份；办公楼、厂房地面、室外工程土建材料按12年6月份,安装按12年11月份；信息价没有的按市场价。序序号号名名 称称单单位位市市场场价价(元元）备备注注1地面大理石m21302600*600全瓷地砖m2723外墙砖m2754内墙砖m2505内墙成品门扇6

3、806厂房大门m26807动力配电箱台5500不含安装8照明配电箱台1300不含安装9不锈钢栏杆挂9200办公楼10光控开关套3211方形格栅吸顶灯套38012防水吸顶灯套9013吸顶灯套8014吸顶双管荧光灯套7515疏散照明灯套8516应急灯套8517铸铁栏杆m155不含安装18外墙涂料m236成活价19内墙腻子m212成活价20真石漆m2135成活价21电动伸缩门套15000221.2m*1.85m不锈钢小门套120023大门灯套8024蹲式大便盆套7525拖布池套12026洗手盆套15027空调插座套2028单联开关套1029双联开关套1330三联开关套1531SBC卷材m22832办

4、公楼钢构雨篷座9000成活价33路灯套1700成活价34砼井盖套18035成品空心板m368036厂房灯套21537威卢克斯窗合1150成活价38PVC200排水管m5039电话信息箱台36040BV25mm2电线m15.741BV16mm2电线m10.8备注：应根据图纸与实际发生为准建设单位:2012年12月12年月11月价格(元/m）理论重量得每kg价格DN15镀锌钢管11.401.3178.6625.922.77777778DN20镀锌钢管14.211.7038.34DN25镀锌钢管16.892.5296.6886.25DN40镀锌钢管21.274.0135.3DN50镀锌钢管27.03

5、5.15.3DN100镀锌钢管62.3611.3385.5DN80镀锌钢管47.938.7155.5DN150镀锌钢管102.3618.6115.5DN200镀锌钢管153.30727.8745.5DN250镀锌钢管193.5935.1985.5DN300镀锌钢管227.903541.4375.5DN125镀锌钢管86.443515.7175.5DN65镀锌钢管38.16456.9395.5定额每平方含量(块)信息价(m2)水泥瓦18.530034得每块价1.83486239信息价(m3)得每块价加气砼10.243630410.8096608约按壁厚5.5约按壁厚5.5约按壁厚5.5传达室工程

6、量计算书序号 工程项目单位计算式数值构件数量说明1建筑面积m247.5447.542场平m294.6194.613竣工m3194.90194.904挖坚土m398.0398.035挖淤泥m332.1932.196C15条基垫层m32.742.7434.207模板m26.846.848C15独基垫层m30.200.209模板m20.560.5610C30素砼条基m36.236.2334.6011模板m220.7620.7612C30独基m30.580.5813模板m21.921.9214C30DQLm36.366.3635.3215模板m216.9516.9516M10水泥砂浆蒸压粉煤灰砖条基m

7、312.3812.3835.3217防水砂浆m2103.13103.1318回填m3101.54101.5419C25柱m30.520.5220模板m26.216.2121C25GZm31.491.4922模板m214.8814.8823C25GLm30.370.3724模板m25.415.4125C25单梁m30.32L-1m30.06L-2m30.2626模板m23.813.8127C25QLm30.71外墙QLm30.3725.72内墙QLm30.347.9228模板m25.945.9429C25GLm30.320.323.3030模板m22.642.6431C25YPm21.351.3

8、532模板m21.351.3533C25斜坡屋面m39.079.07偶延系数D34模板m298.4298.42C35铝合金门m25.985.9836塑钢窗m214.4014.4037M7.5水泥砂浆蒸压粉煤灰砖m320.4320.43外墙m285.4925.72内墙m232.077.9238C20台阶砼垫层m30.830.8339C20砼台阶m30.200.2040台阶模板m20.900.9041台阶水泥砂浆m20.900.90第 10 页，共 121 页42水泥砂浆地面m21.051.0543地面夯实m236.7536.7544150厚小毛石灌M5水泥砂浆m35.515.514560厚C15

9、混凝土垫层m32.202.204630厚1：3水泥砂浆m236.7536.7547地面砖m236.7536.7548踢脚150高m30.0830.0849面砖内墙m229.3029.3050混合砂浆内墙m2104.92104.9251内墙腻子一遍m2104.92104.9252乳胶漆m2104.92104.9253PVC顶棚m236.7536.7554外墙水泥砂浆m280.6680.6655界面剂m2214.8856独立柱水泥砂浆m24.134.1357外墙弹性防水涂料m284.7958檐底混合砂浆抹灰(天棚)m215.1815.1859天棚腻子乳胶漆m215.1860屋面20厚1：3水泥砂浆

10、找平m275.6275.62611.5厚合成高分子防水涂料m275.6262挤塑聚苯板 60厚m275.626335厚C20细石混凝土找平层m275.62641：1水泥砂浆粘贴平瓦m275.6265脊瓦m22.1866柱单排脚手架m216.5116.5167内单排脚手架m232.0732.0768外单排脚手架m296.4296.4269梁双排脚手架m216.1016.1070垂直运输m247.54711.25m3挖掘机进出场次1.0072135kw推土机次1.0073卫生间隔断m23.173.1774大理石台面m20.720.7275开孔个1.00第 11 页，共 121 页备注49.8456

11、传达室签证传达室签证YP平均厚901.4789437791.089621357门窗均为乙方施工签证增加台阶内侧700宽第 12 页，共 121 页台阶内侧要有签证要有高度签证要有签证并高度传达室签证传达室签证要有签证要有签证要有签证第 13 页，共 121 页传达室钢筋分析序号部位型号规格 计算式(m)比重(kg/m)重量(t)构件长度备注1独基1216.1780.8880.0142DQL12143.20.8880.12735.806.5172.8000.2610.045箍3矩形柱1625.7601.5800.041859.6270.3950.024箍4GZ1292.640.8880.0826

12、.5140.1600.2610.0375GL864.8000.3950.02612.9606.550.2560.2610.013箍6L-1167.1601.5800.0111.350612.8000.2220.003L-21624.7001.5800.0394.500639.6800.2220.0097外墙QL12109.60.8880.09727.4006.5132.4800.2610.035箍内墙QL1233.60.8880.0308.406.541.2800.2610.011箍8YP1819.8002.0000.040822.4000.3950.009箍823.8300.3950.009

13、9斜坡屋面82016.5730.3950.79726.6666667633.2730.2220.007箍20110.9182.4600.27310拉结筋6.5188.160.2610.049檐口及屋脊部位预埋10锚筋排间距1500108.6720.6170.00543.36屋面找平层41008.2860.0990.10013.3333333统计40.1006.50.037100.005120.337120.01460.01280.832160.091180.040200.2736.50.049拉结筋6.50.104箍60.007箍80.032箍0.00154621传达室安装工程序号部位型号规格

14、单位 计算式(m)数值构件长度备注1蹲式大便盆个12拖布池个13洗手盆个14地漏个15PVC110m12要有签证6PVC50m8要有签证7PPR20m12要有签证8阀门dn20个1要有签证9配电箱台110PVC20穿线管m72.1PVC20穿线管m28.5照明PVC20穿线管m27.8插座PVC20穿线管m15.8空调插座112.5mm2电线m168.9168.9124mm2电线m47.447.413SC镀锌钢管SC50m414VV22-4*16m615插座套716空调插座套217单联开关套118双联开关套119三联开关套120双管吸顶荧光灯套421防水防尘灯套222等电位箱套123SC镀锌钢

15、管 SC25m1624电话插座套425扁钢-40*4m38.226QL与柱内连接处8镀锌圆钢10m19.7226288引下线m16.8围墙工程量计算书序号 工程项目单位计算式数值构件数量合计1拆除铸铁栏杆m122.00122.002拆除砖墙m317.5717.573垃圾外运m317.574M7.5 混合砂浆砖垛m34.354.355M7.5 混合砂浆砖墙370m36.426.426M7.5 混合砂浆砖墙240m323.4223.427M7.5 混合砂浆砖基础m38.258.258铸铁栏杆m118.00118.009水泥砂浆砖墙m2262.60262.6010水泥砂浆砖垛m239.2139.21

16、11外墙涂料m2249.48249.4812真石漆m252.3352.3313单排脚手架m2261.68261.6814人工挖坚土m311.1411.1415回填m32.892.8916外运1kmm38.2517电动伸缩门套1.00181.2m*1.85m不锈钢小门套1.0019大门灯套2.0020PVC20线管m35.00212.5mm2BV线m105.00第 18 页，共 121 页备注2012-11-15签证-3、4、5第 19 页，共 121 页箱变基础工程量计算书序号工程项目单位计算式数值构件数量m3.501人工挖淤泥外运500mm313.2113.212C20砼垫层(沟底)m30.

17、480.483垫层模板m21.681.684M7.5砂浆砌砖沟m32.022.025砂浆抹面m218.5518.556C25预制沟盖板m30.260.267预制模板m30.260.2688预制钢筋t0.0270.0279运输1kmm30.2610C25沟盖板安装m30.260.2611机械挖普通土内运2km回填用m38.798.7912M5砂浆砌240墙m33.313.3113砂浆抹面m233.5533.5514C20压顶m30.150.1515模板m30.150.1516预埋t0.1030.10317扁钢-40*4m20.56020.56018镀锌钢管接地极处1.0019人工挖填土方m33.

18、0533.05单排脚手架m2150.000150.00说明备注2012-11-5签证室外硬化及排水沟工程量计算书序号工程项目单位计算式数值构件数量1厂区东西排水沟(内净800*850)m255.802条1-1机械挖淤泥外运2kmm3702.17702.171-2C15砼垫层(沟底)m373.6773.671-3垫层模板m2102.32102.321-4M10砂浆砌砖沟m392.0992.091-5防水砂浆抹面(平面)m2204.64204.641-6防水砂浆抹面(立面)m2434.86434.861-7C20砼压顶(墙帽)m312.2812.281-8压顶模板m312.2812.281-9C3

19、0沟盖板制作m336.3236.321-1012t3.133.13511.601-118t0.850.851-1210t1.201.201-13沟盖板模板m336.3236.321-14C30沟盖板安装m336.3236.321-15机械挖普通土内运2km回填用m3313.87313.871-16人工夯填m3313.871-171.25挖掘机进出场次1.001-18DN100排水台日34.001-19零星用工个8.002各单体排水沟(内净400*600)m761.441#4#1-1机械挖淤泥外运2kmm31274.081274.081-2C15砼垫层(沟底)m3158.38158.381-3垫

20、层模板m2304.58304.581-4M10砂浆砌砖沟m3182.75182.751-5防水砂浆抹面(平面)m2304.58304.581-6防水砂浆抹面(立面)m2913.73913.731-7C20砼压顶(墙帽)m336.5536.551-8压顶模板m2304.58304.581-9C30沟盖板制作m364.8764.871522.881-1012t5.605.601-118t1.521.521-1210t2.142.141-13沟盖板模板m364.8764.871-9C30沟盖板安装m364.8764.871-10机械挖普通土内运2km回填用m3648.78648.781-11人工夯填

21、m3648.783人工拆除沟盖板m310.7810.784人工挖坚土m316.4616.465人工拆除砼压顶m31.461.466人工拆除砖沟m311.7011.707C15砼垫层(沟底)m31.461.468垫层模板m212.1912.199M10砂浆砌砖沟m317.8017.8010C20砼压顶(墙帽)m32.232.2311压顶模板m212.1912.1912防水砂浆抹面(立面)m254.8654.8613安盖板m310.7810.7814人工夯填m39.889.88第 22 页，共 121 页15垃圾外运m319.7519.7516厂区南排水沟(内净800*850)m147.201-1

22、机械挖淤泥外运2kmm3513.91513.911-2C15砼垫层(沟底)m342.3942.391-3垫层模板m258.8858.881-4M10砂浆砌砖沟m370.6670.661-5防水砂浆抹面(平面)m2117.76117.761-6防水砂浆抹面(立面)m2323.84323.841-7C20砼压顶(墙帽)m37.077.071-8压顶模板m27.077.071-9C30沟盖板制作m320.9020.90294.401-1012t1.801.801-118t0.490.491-1210t0.690.691-13沟盖板模板m320.9020.901-9C30沟盖板安装m320.9020.

23、901-10机械挖普通土内运2km回填用m3243.36243.361-11人工夯填m3243.361-121.25挖掘机进出场次1.00171.00挖掘机进出场次1.0018机械挖淤泥外运2kmm3485.39485.3919机械挖坚土m3711.16711.1620DN500钢筋砼管m147.50147.50211000砖砌检查井(深2.55m)座4.0022DN50排水台日3.0023回填m3711.16室外硬化地面面积m26964.22总面积m218752.001#m24159.912#m21843.433#m21843.434#m21480.55办公楼m2451.09厂房散水m275

24、2.47厂房坡道m2138.00办公楼散水m276.55办公楼台阶m234.77传达室m249.85传达室台阶m20.90排水沟m2906.44水池m250.40增加大门口外地面m2247.74247.7424场地平整m26964.222520厚粗砂结合层m3139.2826150厚灌浆毛石m31044.6327180厚砼C25 地面m26964.22281.25m3挖掘机进出场次1.001.0029135KW推土机进出场次1.001.0030道路挖淤泥m33772.96开工时填路m33093.1614#厂房周围m3679.8031回填碎石m310021.97第 23 页，共 121 页道路m

25、39898.10大门口处m3123.8732石渣回填m31003.801003.8033挖掘机挖土方回填夯实运距2KMm3280.00280.0035PPR50给水管m127.00127.0036PPR25给水管m100.00100.0037挖掘机挖坚土方运距2KMm381.7281.7238管沟填砂m340.8640.8639回填土方(人工)m340.86406m高杆金属囟化路灯套4.0041路灯基础C25m32.052.0542DN50镀锌钢管埋地m82.0043穿电缆YJV-3*6+1*6m84.0044挖掘机挖坚土方运距2KMm324.6024.6045管沟填砂m314.7614.76

26、46回填土方(人工)m39.8447DN300钢筋混凝土管(砼基础)m90.0048砖砌沉砂池深1m座14.0049挖掘机挖坚土方运距2KMm397.2097.2050管沟填砂m335.9735.9751回填土方(人工)m361.235253545556575859606162636465666768第 24 页，共 121 页说明备注签证和室外排沟平面图深度0.85+.2+.17=1.222012-8-6签证放坡1:1预制预制预制箍筋签证和室外排沟平面图深度0.6+.2+.17=0.97放坡1:1预制预制预制箍筋成品沟盖板2012-5-10签证2012-5-10签证2012-5-10签证20

27、12-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证2012-5-10签证室外硬化及排水沟工程量计算书第 25 页，共 121 页2012-5-10签证2012-11-10签证深度1.1+.2+.17=1.47放坡1:1预制预制预制箍筋成品沟盖板2010-11-18签证砼加重井盖地下水180厚250厚C25砼2012/11/15浅红色提示结算时先套价,排水沟等后套价2010-10-21签证2010-10-21签证外运2KM原地坪与道路回填标高示意图2012-4-18签证第 2

28、6 页，共 121 页原地坪与道路回填标高示意图2012-11-15签证-12012-4-18签证2012-4-18签证2012-10-17签证(第一页)2012-10-17签证(第一页)外运一半土方2012-10-17签证(第一页)2012-10-17签证(第一页)2012-10-17签证(第一页)2012-10-17签证(第二页)2012-10-17签证(第二页)2012-10-17签证(第二页)2012-10-17签证(第二页)外运一半土方2012-10-17签证(第二页)2012-10-17签证(第二页)2012-10-17签证(第二页)2012-10-17签证(第三页)砼加重井盖20

29、12-10-17签证(第三页)外运一半土方2012-10-17签证(第三页)2012-10-17签证(第三页)2012-10-17签证(第三页)第 27 页，共 121 页第 28 页，共 121 页浅红色提示结算时先套价,排水沟等后套价第 29 页，共 121 页水池工程量计算书(2012-10-17签证)序号 工程项目单位计算式数值构件数量说明1C30池壁m314.7014.702池壁模板m2117.60117.603C30池底m312.6012.604池底模板m27.657.655C15垫层m38.038.036垫层模板m24.714.717M7.5砌240砖墙m37.687.688立面

30、防水砂浆m2181.60181.609平面防水砂浆m243.0043.0010SBCm2100.20100.2011双排脚手架m261.2061.2012单排脚手架m232.0032.0013三级钢12钢筋t2.592.5914三级钢10板凳钢筋t0.050.0515PVC110排水管m36.0036.00管件34个16PVC75排水管m4.004.00管件4个17PVC50排水管m12.0012.00管件5个18800砖砌检查井深2.5m座1.001.00砼加重井盖19挖掘机挖坚土方运距2KMm3195.98195.9820回填m374.5674.56第 30 页，共 121 页第 31 页

31、，共 121 页备注第 32 页，共 121 页第 33 页，共 121 页室外消防安装工程(2011-12-30签证)序号部位型号规格单位 计算式(m)数值1水表井座121000阀门井座23镀锌钢管DN150m407.28407.284镀锌钢管DN100m17.4117.415法兰DN150片1621626闸阀DN150个27闸阀DN100个48止水阀DN100个49水表DN150个110机械挖淤泥外运2kmm3254.814254.81411机械挖普通土内运2km回填用m3127.407127.40712回填砂m3127.407131.25挖掘机进出场次1备注深1.2 m铸铁加重井盖深1.

32、2 m砼加重井盖+消防井室外电缆管道安装工程(2012-10-17签证及室外电缆敷设平面图)序号部位型号规格单位 计算式(m)数值1电缆井座122镀锌钢管DN300m22.1322.133镀锌钢管DN250m16.7316.734镀锌钢管DN200m324.98324.985镀锌钢管DN150m96.4696.466镀锌钢管DN100m37.2737.277镀锌钢管DN50m117.1117.18机械挖坚土外运2kmm3212.001212.0019回填砂m3147.5208147.520810人工夯填土m364.4802备注深0.8m铸铁加重井盖签证230室外电缆管道安装工程(2012-10

33、-17签证及室外电缆敷设平面图)1#厂房工程量计算书序号 工程项目单位计算式数值构件数量说明土建部分1建筑面积m24159.914159.912场平m24843.754843.753竣工m335359.2435359.244挖土方（坑）m3931.31J1m3601.3648.00J2m3249.3822.00J3m325.062.00J4m355.534.005挖土方（槽）m387.39DL1m370.61DL2m316.786C15独立垫层m317.45J1m311.4248.00J2m34.3122.00J3m30.562.00J4m31.164.007垫层模板m246.16J1m229

34、.7648.00J2m212.3222.00J3m21.362.00J4m22.724.008C30独立基础m358.71J1m338.5948.00J2m314.2622.00J3m32.112.00J4m33.764.009独立基础模板m2198.24J1m2132.4848.00J2m247.5222.00J3m26.482.00J4m211.764.0010C30基础梁m329.35DL1m323.90DL2m35.4511基础梁模板m2317.99DL1m2258.92DL2m259.0712C30柱20.19J1m310.0848.00J2m36.2722.00J3m30.842.

35、00J4m30.844.00梁与基础间m32.1613柱模板m2153.25J1m273.9248.00J2m245.9822.00J3m24.482.00第 38 页，共 121 页J4m26.164.00梁与基础间m222.7114M10水泥砂浆砌烧结页岩砖基础m315.8715.8715防水砂浆m2132.22132.2216土方回填m3877.08877.0817C20门柱m30.730.7318模板m29.419.4119C20压顶m39.119.11316.1620模板m39.119.11316.1621M7.5混合砂浆砌烧结页岩砖墙m382.6782.67317.36240.00

36、22内墙混合砂浆m2379.97379.97316.6423内墙粉刷m2379.9724外墙专用界面砂浆m2384.58384.58320.4825胶粉聚苯颗粒保温m2384.5826碱玻纤网格布m3384.5827外墙粉刷m2384.5827外墙抹灰m2384.5828室内砼地面220mm厚m24080.004080.0029外墙窗m2798.00C1m2414.7248.00C2m2320.642.00C3m262.642.0030钢大门m251.8451.844.0031水泥踢脚线m317.60317.6032坡道m255.2055.204.0033散水m2287.21287.21伸缩缝

37、m315.52315.5234雨水斗个 24.0035雨水口个24.0036雨水管m192.00192.0037柱单排脚手架m2341.86J1m2194.8848.00J2m2121.2222.00J3m29.522.00J4m216.244.0038轻钢结构砌体垂直运输m382.6739轻钢结构钢筋砼垂直运输m39.8340轻钢结构墙面抹灰垂直运输m2764.5441轻钢结构门窗安装垂直运输m2849.8442C35二次灌浆m31.17J1m30.7248.00J2m30.3322.00J3m30.062.00J4m30.064.0043灌浆模板m28.46J1m25.2848.00J2m

38、22.4222.00J3m20.322.00J4m20.444.00安装部分44动力配电箱台1.00第 39 页，共 121 页45照明配电箱台4.0046镀锌钢管SC40m149.60AL3-AL1m73.20AL3-AL2m43.20AL3-AL4m33.2047BV16mm2m748.0048镀锌钢管SC15m895.60AL1m205.60AL2m257.40AL3m251.00AL4m181.6049BV2.5mm2m2686.8050镀锌钢管SC50m14.9014.9051BV25mm2m74.5052双联开关个4.005322W吸顶灯套8.0054175W吊杆金卤灯套92.00

39、5540*4镀锌扁钢m642.80642.8056避雷引下线利用金属构件敷设m133.00133.0057避雷引下线断接卡子套4.0058断接卡箱安装套4.0059等电位箱个1.0060挖填土方m3355.66355.66钢结构部分 60M24地脚螺栓套304.00304.0061地脚螺栓垫片t0.310.30562钢屋架梁t30.8430.83824.0063钢柱t43.9943.98764屋面系杆t2.932.93389X3钢管65屋面支撑t0.650.64666抗风柱t2.622.622H300X220X6X1067C型钢屋面檩条t25.3725.372C180X70X20X3.068屋

40、面隅撑t1.691.689552.00L50X4(长度按1m)69屋面直拉条t0.490.490368.0070屋面撑杆t0.250.25192.0012 32X2.5钢管71屋面斜拉条t0.330.327184.0072窗柱t1.851.85496.00C160X70X20X3.073窗柱t0.040.0394.00C160X70X20X3.074门梁t0.390.3868.00C160X70X20X3.075门柱t0.230.2328.00C160X70X20X3.076墙梁t8.318.305172.00C160X70X20X3.077墙梁t1.701.700176.00C160X70X

41、20X3.078墙梁t0.390.38612.00C160X70X20X3.079墙梁t1.611.61032.00C160X70X20X2.580墙梁t0.420.41832.00C160X70X20X2.581窗柱t0.030.0324.00C160X70X20X2.582墙面撑杆t0.340.338124.0012 32X2.5钢管83墙面直拉条t0.040.039216.0084墙面斜拉条t0.210.213216.0085吊车梁t45.0645.05688.000.9186柱间支撑t1.961.9616.0087柱间支撑t1.981.9826.0088柱间支撑t0.900.8993.

42、0089柱间支撑t0.900.8993.00第 40 页，共 121 页90钢梯t0.240.24091YPm218.4018.40092屋面板m24203.584203.58加YP93墙板m21431.571431.57176.050.042车间签证1机械挖淤泥外运2kmm31926.003#厂房m3990.004#厂房m3936.002挖掘机挖土内运2km回填用m35952.001#厂房m32856.002#厂房m31170.003#厂房m3990.004#厂房m3936.003回填m35952.0041.25挖掘机进出场次2.005135KW推土机进出场次1.006压路机次1.0071#

43、厂房拆换消防箱套1.0084#厂房拆换厂房灯套3.009二步活动平台车3*4m台1.00101#4#厂房灯具拆换一次套204.0011用工个20.00120元/个12DN100水泵排水台日555.00555.0013人工挖淤泥m317.2817.28基础加深14C15砼基础m317.28第 41 页，共 121 页备注套清单结算4159.9104791.61529774.28456第 42 页，共 121 页图纸会审图纸会审图纸会审图纸会审图纸会审图纸会审图纸会审推拉固定固定第 43 页，共 121 页明配明配0.5*10为10处接地端子并入柱编号:12、13、14、15、16、17、18、1

44、9、20、21、26、27、48、49钢屋架1.屋架类型:24榀2.钢材品种、规格:3.单榀屋架质量:GJ-1其它编号XG-2、XG-3、XG-4SC-5、6、7、8KFZ-9、10LT-11、12、13WYC14WYCLT15WCG16WXL17、18CZ-198.0478CZ-20ML-21MZ-22QL-23QL-24QL-25QL-266.7065QL-27CZ-28QCGGDL-1 GCD-1ZC-2ZC-1ZC-3ZC-4第 44 页，共 121 页YX35-125-750(V125)型0.6mm压型钢板75厚保温玻璃棉带铝箔加钢丝网。YX35-125-750(V125)型0.6m

45、m压型钢板75厚保温玻璃棉带铝箔加钢丝网。2011-11-20签证2012-11-21签证2012-11-21签证2012-11-5签证2010-12-25签证2010-11-18签证第 45 页，共 121 页1#厂房钢筋分析序号部位型号规格 计算式(m)比重(kg/m)重量(t)构件长度备注1J112522.560.8880.46448.0010507.960.6170.31320618.242.4601.52181425.600.3950.563箍2J212344.960.8880.30622.0020283.362.4600.6978653.400.3950.258箍3J31226.3

46、70.8880.0232.001024.900.6170.0152032.202.4600.079893.600.3950.037箍4J41248.280.8880.0434.0051052.530.6170.0322051.522.4600.1278118.800.3950.047箍6DL1181760.022.0003.5206.52323.630.2610.606箍7DL218396.442.0000.7936.5514.560.2610.134箍8门柱1469.761.2100.0846.553.760.2610.014箍9压顶101278.240.6170.789318.56126.

47、51147.540.2610.300箍13拉结筋6.5919.670.2610.2404#厂房钢筋分析序号部位型号规格 计算式(m)比重(kg/m)重量(t)构件长度备注1J1121060.110.8880.94122.0010989.230.6170.61020434.282.4601.06881284.360.3950.507箍2J21221.770.8880.0192.001021.170.6170.0132025.762.4600.063852.800.3950.021箍3DL118782.362.0001.5656.51026.560.2610.268箍4DL218319.252.0

48、000.6396.5412.160.2610.108箍5门柱1452.321.2100.0636.540.320.2610.011箍6压顶10620.640.6170.383154.166.5555.700.2610.145箍7拉结筋6.5738.680.2610.1936.6172#厂房钢筋分析序号部位型号规格 计算式(m)比重(kg/m)重量(t)构件长度备注1J112239.510.8880.21322.0010232.820.6170.14420265.762.4600.6548580.800.3950.229箍2J212141.120.8880.1259.0020108.722.46

49、00.2678237.600.3950.094箍3J31226.370.8880.0232.001024.900.6170.0152030.202.4600.074883.200.3950.033箍4J41248.280.8880.0434.0051052.530.6170.0322048.322.4600.1198105.600.3950.042箍6DL118782.362.0001.5656.51026.560.2610.268箍7DL218396.442.0000.7936.5514.560.2610.134箍8门柱1434.881.2100.0426.526.880.2610.007箍

50、9压顶10699.040.6170.431173.76126.5626.260.2610.163箍13拉结筋6.5738.680.2610.1935.7053#厂房钢筋分析序号部位型号规格 计算式(m)比重(kg/m)重量(t)构件长度备注1J112239.510.8880.21322.0010232.820.6170.14420265.762.4600.6548580.800.3950.229箍2J212141.120.8880.1259.0020108.722.4600.2678237.600.3950.094箍3J31226.370.8880.0232.001024.900.6170.0