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12、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63、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27.035、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m7、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m22.642.6431C25YPm21.351.38、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m20.900.9042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混凝土垫层m32.202.29、04630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m229.3029.30第 8 页，共 110 页50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水泥砂浆找10、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 9 页，共 110 页备注49.8456传达11、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宽台阶内侧要有签证第 10 页，共 110 页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 11 页，共 110 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4GZ1292.640.8880.0826.512、140.1600.2610.0375GL864.8000.3950.02612.9606.550.2560.2610.013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823.8300.3950.0099斜13、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单位14、 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镀锌钢管 15、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m239.2139.211116、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 15 页，共 110 页备注2012-11-15签证-3、4、5第 16 页，共 110 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)m30.4817、0.483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m33.0518、33.05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m312.2812.281-9C30沟19、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垫层模20、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m321、648.783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m39.889.8815垃圾外运m319.7519.7516厂区南排水沟(内净800*850)m147.201-1机械挖淤泥外运2kmm3513.22、91513.911-2C15砼垫层(沟底)m342.3942.391-3垫层模板m258.8858.88第 19 页，共 110 页1-4M10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m320.9020.9023、1-10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m2752.24、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道路m39898.10大门口处m31225、3.8732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m82.00第 20 页，共 110 页43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m314.7614.764626、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 21 页，共 110 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201227、-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2012-5-10签证2012-11-10签证深度1.1+.2+.17=1.47放坡1:1室外硬化及排水沟工程量计算书第 22 页，共 110 页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签证原地坪与道28、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)第 23 页，共 110 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201229、-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 24 页，共 110 页第 25 页，共 110 页浅红色提示结算时先套价,排水沟等后套价第 26 页，共 110 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立面防水30、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 27 页，共 110 页第 28 页，共31、 110 页备注第 29 页，共 110 页第 30 页，共 110 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1.2 32、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(2012-10-133、7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m246.16J1m229.734、648.00J2m212.3222.00J3m21.362.00J4m22.724.008C30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20.19J1m310.0848.00J2m36.2722.00J3m30.842.0035、J4m30.844.00梁与基础间m32.1613柱模板m2153.25J1m273.9248.00J2m245.9822.00J3m24.482.00J4m26.164.00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m29.419.41第 35 页，共 110 页19C20压顶m39.119.11316.1620模板m39.119.11316.1621M7.5混合砂浆砌烧结页岩砖墙m382.6782.67317.36240.002236、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m337、15.52315.5234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m28.46J1m25.2848.00J2m2238、.4222.00J3m20.322.00J4m20.444.00安装部分44动力配电箱台1.0045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SC50m14.9014.90第 36 页，共 110 页51BV25mm2m74.5052双联开关个4.005322W吸顶灯套8.0054175W吊杆金卤灯套92.005539、40*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屋面隅40、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t1.701.700176.00C160X70X2041、X3.078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t0.900.8993.0042、89柱间支撑t0.900.8993.0090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m3936.00第 37 页，共 110 页2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#厂房43、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 38 页，共 110 页备注套清单结算4159.9104791.61529774.28456图纸会审图纸会审图纸会审第 39 页，共 110 页图纸会审图纸会审图纸会审图纸会审推拉固定固定明配明配第 40 页，共 110 页0.5*10为10处接地端子并入柱编号:12、13、14、15、16、17、18、19、44、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-4YX35-125-750(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0.6mm压型钢板75厚保温玻璃棉带铝箔45、加钢丝网。2011-11-20签证第 41 页，共 110 页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 42 页，共 110 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3J31226.37046、.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101278.240.6170.789318.56126.5147、147.540.2610.300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4DL218319.252.00048、0.6396.5412.160.2610.108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2J212141.120.8880.1259.0020108.722.460049、.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9压50、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3J31226.370.8880.0232.001024.900.6170.01551、2030.202.4600.074883.200.3950.033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9压顶10699.040.6170.431173.76126.5626.260.2610.163箍13拉结筋6.5738.680.52、2610.1935.7054#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m21480.551480.552场平m21836.391836.393竣工m312436.6212436.624挖土方（坑）m31063.05J1m3787.4322.00J2m3275.622.005挖土方（槽）m358.83DL1m338.27DL2m320.566C15独立垫层m320.47J1m319.7122.00J2m30.762.007垫层模板m227.96J1m226.4022.00J2m21.562.008C30独立基础m378.96J1m377.3522.00J2m3153、.612.009独立基础模板m2128.16J1m2125.4022.00J2m22.762.0010C30基础梁m314.88DL1m310.56DL2m34.3211基础梁模板m2161.16DL1m2114.36DL2m246.8012C30柱10.82J1m38.8022.00J2m30.362.00梁与基础间m31.6613柱模板m253.85J1m239.6022.00J2m22.642.00梁与基础间m211.6114M10水泥砂浆砌烧结页岩砖基础m36.886.8815防水砂浆m2114.05114.0516土方回填m3989.77989.7717C20门柱m30.620.6254、18模板m28.068.0619C20压顶m34.514.51156.6820模板m34.514.51156.6821M7.5混合砂浆砌烧结页岩砖墙m340.6140.61156.68240.0022内墙混合砂浆m2188.02188.02156.6823内墙粉刷m2188.0224外墙专用界面砂浆m2190.46190.46158.7225胶粉聚苯颗粒保温m2190.4626碱玻纤网格布m3190.4627外墙粉刷m2190.4627外墙抹灰m2190.4628室内砼地面220mm厚m21440.001440.0029外墙窗m2380.16C1m2216.0025.00C2m2138.24255、.00第 45 页，共 110 页C3m225.921.00C4m219.441.0030钢大门m245.1245.122.0031水泥踢脚线m156.80156.8032坡道m242.6042.602.0033散水m2143.39143.39伸缩缝m155.72155.7234雨水斗个 10.0035雨水口个10.0036雨水管m80.0080.0037柱单排脚手架m286.16J1m279.2022.00J2m26.962.0038轻钢结构砌体垂直运输m340.6139轻钢结构钢筋砼垂直运输m35.1340轻钢结构墙面抹灰垂直运输m2378.4841轻钢结构门窗安装垂直运输m2425.2856、42C35二次灌浆m30.91J1m30.8822.00J2m30.032.0043灌浆模板m24.18J1m23.9622.00J2m20.222.00安装部分44动力配电箱台1.0045照明配电箱台2.0046镀锌钢管SC40m35.20AP2-AL1m35.2047BV16mm2m176.0048镀锌钢管SC15m285.80AL1m167.60AP2m118.2049BV2.5mm2m857.4050镀锌钢管SC50m9.909.9051BV25mm2m49.5052双联开关个2.005322W吸顶灯套4.0054175W吊杆金卤灯套30.005540*4镀锌扁钢m295.54295.57、5456避雷引下线利用金属构件敷设m76.0076.0057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m3132.86132.86钢结构部分61M24地脚螺栓套24.0024.00M30地脚螺栓套88.0088.0061地脚螺栓垫片t0.110.1162钢屋架梁t11.8711.8711.0063钢柱t14.7014.7064屋面系杆t1.281.2889X3钢管65屋面支撑t0.330.3366抗风柱t2.582.58H300X220X6X1067C型钢屋面檩条t9.169.16C180X70X20X3.0第 46 页，共 110 页68屋面隅撑58、t0.610.61200.00L50X4(长度按1m)69屋面撑杆t0.110.1140.0012 32X2.5钢管70屋面直拉条t0.160.16120.0071屋面斜拉条t0.140.1480.0072窗柱t0.970.9750.00C160X70X20X3.073窗柱t0.080.088.00C160X70X20X3.074门梁t0.290.296.00C160X70X20X3.075门柱t0.170.176.00C160X70X20X3.076墙梁t5.125.12106.00C160X70X20X3.077墙梁t1.041.04108.00C160X70X20X3.078墙梁t0.059、50.056.00C160X70X20X3.079门柱t0.060.062.00C160X70X20X3.080墙面撑杆t0.150.1556.0012 32X2.5钢管81墙面直拉条t0.020.02110.0082墙面斜拉条t0.110.11110.0083吊车梁t10.2410.2420.000.4684柱间支撑t0.660.662.0085柱间支撑t0.650.652.0086柱间支撑t1.201.204.0087钢梯t0.240.24088YPm213.8013.80089屋面板m21480.551480.5590墙板m2742.85742.8561.770.0427416246第 60、47 页，共 110 页备注2.80970536 156.5181911480.55690.984889838.24184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第 48 页，共 110 页固定明配明配0.5*8为8处接地端子编号:4、5、6、7、8、9、10、11、30、17、18GJ-1其它编号XG-2、XG-3SC-4、5KFZ-6、7LT-8、9第 49 页，共 110 页WYC10WCG11WXLT12WXL13CZ-148.0478CZ-15ML-16MZ-17QL-18QL-19QL-20MZ-21QCGQLTXLTGDL-1 GCD-1ZC-1ZC-2Z61、C-3YX35-125-750(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0.6mm压型钢板75厚保温玻璃棉带铝箔加钢丝网。第 50 页，共 110 页2#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m21843.431843.432场平m22223.272223.273竣工m315669.1615669.164挖土方（坑）m3187.11J1m3112.2722.00J2m339.379.00J3m311.662.00J4m323.814.005挖土方（槽）m347.63DL1m330.84DL2m31662、.786C15独立垫层m38.72J1m35.2422.00J2m31.769.00J3m30.562.00J4m31.164.007垫层模板m222.76J1m213.6422.00J2m25.049.00J3m21.362.00J4m22.724.008C30独立基础m329.38J1m317.6922.00J2m35.839.00J3m32.112.00J4m33.764.009独立基础模板m298.40J1m260.7222.00J2m219.449.00J3m26.482.00J4m211.764.0010C30基础梁m316.01DL1m310.56DL2m35.4511基础梁模板63、m2173.43DL1m2114.36DL2m259.0712C30柱8.67J1m33.9622.00J2m32.309.00J3m30.722.00J4m30.724.00梁与基础间m30.9813柱模板m265.43J1m229.0422.00J2m216.839.00J3m23.842.00J4m25.284.00梁与基础间m210.4414M10水泥砂浆砌烧结页岩砖基础m38.578.5715防水砂浆m271.4271.4216土方回填m3163.33163.3317C20门柱m30.360.3618模板m24.704.70第 51 页，共 110 页19C20压顶m34.974.964、7172.5620模板m34.974.97172.5621M7.5混合砂浆砌烧结页岩砖墙m345.1445.14172.56240.0022内墙混合砂浆m2206.21206.21171.8423内墙粉刷m2206.2124外墙专用界面砂浆m2210.82210.82175.6825胶粉聚苯颗粒保温m2210.8226碱玻纤网格布m3210.8227外墙粉刷m2210.8227外墙抹灰m2210.8228室内砼地面220mm厚m21800.001800.0029外墙窗m2356.40C1m2224.6426.00C2m269.121.00C3m262.642.00C4m211.521.00C565、m247.521.0030钢大门m225.9225.922.0031水泥踢脚线m172.80172.8032坡道m227.6027.602.0033散水m2158.69158.69伸缩缝m172.72172.7234雨水斗个 10.0035雨水口个10.0036雨水管m80.0080.0037柱单排脚手架m2143.01J1m276.5622.00J2m244.379.00J3m28.162.00J4m213.924.0038轻钢结构砌体垂直运输m345.1439轻钢结构钢筋砼垂直运输m35.3340轻钢结构墙面抹灰垂直运输m2417.0241轻钢结构门窗安装垂直运输m2382.3242C3566、二次灌浆m30.59J1m30.3322.00J2m30.149.00J3m30.062.00J4m30.064.0043灌浆模板m24.17J1m22.4222.00J2m20.999.00J3m20.322.00J4m20.444.00安装部分44动力配电箱台1.0045照明配电箱台4.0046镀锌钢管SC40m31.40AP2-AL1m14.20AP2-AL2m17.2047BV16mm2m157.0048镀锌钢管SC15m407.00AL1m225.40AL2m181.6049BV2.5mm2m1221.0050镀锌钢管SC50m14.9014.9051BV25mm2m74.50第 567、2 页，共 110 页52双联开关个2.005322W吸顶灯套4.0054175W吊杆金卤灯套40.005540*4镀锌扁钢m319.36319.3656避雷引下线利用金属构件敷设m95.0095.0057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m3149.33149.33钢结构部分 60M24地脚螺栓套148.00148.0061地脚螺栓垫片t0.150.1562钢屋架梁t14.1314.1311.0063钢柱t20.1620.1664屋面系杆t1.261.2689X3钢管65屋面支撑t0.220.2266抗风柱t2.582.58H300X2268、0X6X1067C型钢屋面檩条t11.1911.19C180X70X20X3.068屋面隅撑t0.730.73240.00L50X4(长度按1m)69屋面撑杆t0.110.1140.0012 32X2.5钢管70屋面直拉条t0.210.21160.0071屋面斜拉条t0.140.1480.0072窗柱t1.001.0052.00C160X70X20X3.073窗柱t0.080.088.00C160X70X20X3.074门梁t0.190.194.00C160X70X20X3.075门柱t0.060.062.00C160X70X20X3.076门柱t0.080.082.00C160X70X20X69、3.177墙梁t5.115.11108.00200X80X20X2.578墙梁t0.730.7376.00C160X70X20X3.079墙梁t0.490.4932.00200X80X20X2.580墙梁t0.050.056.00C160X70X20X3.082墙面撑杆t0.190.1971.0012 32X2.5钢管83墙面直拉条t0.020.02110.0084墙面斜拉条t0.120.12110.0085吊车梁t20.4820.4840.000.9186柱间支撑t0.660.662.0087柱间支撑t0.650.652.0088柱间支撑t1.201.204.0090钢梯t0.240.24070、91YPm29.209.200第 53 页，共 110 页89屋面板m21843.431843.4390墙板m21036.131036.1381.860.044第 54 页，共 110 页备注1843.4304121.6215图纸会审图纸会审图纸会审第 55 页，共 110 页图纸会审图纸会审图纸会审图纸会审推拉固定固定明配明配第 56 页，共 110 页0.5*10为10处接地端子编号:12、13、14、15、16、17、18、19、20、21、26、27、48、49GJ-1其它编号XG-2、XG-3SC-4、5KFZ-6、7LT-8、9WYC10WCG11WXLT12WXL13CZ-14871、.0478CZ-15ML-16MZ-17MZ-18QL-197.89QL-20QL-21QL-22QCGQLTXLTGDL-1 GCD-1ZC-1ZC-2ZC-3第 57 页，共 110 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0.6mm压型钢板75厚保温玻璃棉带铝箔加钢丝网。第 58 页，共 110 页3#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m21843.431843.432场平m22223.272223.273竣工m315669.1615669.164挖土方（坑）m72、3187.11J1m3112.2722.00J2m339.379.00J3m311.662.00J4m323.814.005挖土方（槽）m347.63DL1m330.84DL2m316.786C15独立垫层m38.72J1m35.2422.00J2m31.769.00J3m30.562.00J4m31.164.007垫层模板m222.76J1m213.6422.00J2m25.049.00J3m21.362.00J4m22.724.008C30独立基础m329.38J1m317.6922.00J2m35.839.00J3m32.112.00J4m33.764.009独立基础模板m298.40J73、1m260.7222.00J2m219.449.00J3m26.482.00J4m211.764.0010C30基础梁m316.01DL1m310.56DL2m35.4511基础梁模板m2173.43DL1m2114.36DL2m259.0712C30柱8.67J1m33.9622.00J2m32.309.00J3m30.722.00J4m30.724.00梁与基础间m30.9813柱模板m265.43J1m229.0422.00J2m216.839.00J3m23.842.00J4m25.284.00梁与基础间m210.4414M10水泥砂浆砌烧结页岩砖基础m38.578.5715防水砂浆m74、271.4271.4216土方回填m3163.33163.3317C20门柱m30.360.3618模板m24.704.70第 59 页，共 110 页19C20压顶m34.974.97172.5620模板m34.974.97172.5621M7.5混合砂浆砌烧结页岩砖墙m345.1445.14172.56240.0022内墙混合砂浆m2206.21206.21171.8423内墙粉刷m2206.2124外墙专用界面砂浆m2210.82210.82175.6825胶粉聚苯颗粒保温m2210.8226碱玻纤网格布m3210.8227外墙粉刷m2210.8227外墙抹灰m2210.8228室内砼地75、面220mm厚m21800.001800.0029外墙窗m2425.52C1m2224.6426.00C2m2138.242.00C3m262.642.0030钢大门m225.9225.922.0031水泥踢脚线m172.80172.8032坡道m227.6027.602.0033散水m2158.69158.69伸缩缝m172.72172.7234雨水斗个 10.0035雨水口个10.0036雨水管m80.0080.0037柱单排脚手架m2143.01J1m276.5622.00J2m244.379.00J3m28.162.00J4m213.924.0038轻钢结构砌体垂直运输m345.14376、9轻钢结构钢筋砼垂直运输m35.3340轻钢结构墙面抹灰垂直运输m2417.0241轻钢结构门窗安装垂直运输m2451.4442C35二次灌浆m30.59J1m30.3322.00J2m30.149.00J3m30.062.00J4m30.064.0043灌浆模板m24.17J1m22.4222.00J2m20.999.00J3m20.322.00J4m20.444.00安装部分44动力配电箱台1.0045照明配电箱台4.0046镀锌钢管SC40m31.40AP2-AL1m14.20AP2-AL2m17.2047BV16mm2m157.0048镀锌钢管SC15m407.00AL1m225.4077、AL2m181.6049BV2.5mm2m1221.0050镀锌钢管SC50m14.9014.9051BV25mm2m74.5052双联开关个2.005322W吸顶灯套4.00第 60 页，共 110 页54175W吊杆金卤灯套40.005540*4镀锌扁钢m319.36319.3656避雷引下线利用金属构件敷设m95.0095.0057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m3149.33149.33钢结构部分 60M24地脚螺栓套148.00148.0061地脚螺栓垫片t0.150.1562钢屋架梁t14.1314.1311.0063钢柱t78、20.1620.1664屋面系杆t1.261.2689X3钢管65屋面支撑t0.220.2266抗风柱t2.582.58H300X220X6X1067C型钢屋面檩条t11.1911.19C180X70X20X3.068屋面隅撑t0.730.73240.00L50X4(长度按1m)69屋面撑杆t0.110.1140.0012 32X2.5钢管70屋面直拉条t0.210.21160.0071屋面斜拉条t0.140.1480.0072窗柱t1.001.0052.00C160X70X20X3.073窗柱t0.080.088.00C160X70X20X3.074门梁t0.190.194.00C160X779、0X20X3.075门柱t0.120.124.00C160X70X20X3.077墙梁t4.074.07C200X80X20X2.578墙梁t0.770.7780.00C160X70X20X3.079墙梁t0.490.4932.00C200X80X20X2.582墙面撑杆t0.190.1971.0012 32X2.5钢管83墙面直拉条t0.020.02110.0084墙面斜拉条t0.120.12110.0085吊车梁t20.4820.4840.000.9186柱间支撑t0.660.662.0087柱间支撑t0.650.652.0088柱间支撑t1.201.204.0090钢梯t0.240.2480、091YPm29.209.20089屋面板m21843.431843.4390墙板m21031.811031.8180.790.044第 61 页，共 110 页备注1843.4304121.621530.9582图纸会审图纸会审图纸会审第 62 页，共 110 页图纸会审图纸会审图纸会审图纸会审推拉固定固定明配明配第 63 页，共 110 页0.5*10为10处接地端子编号:12、13、14、15、16、17、18、19、20、21、26、27、48、49GJ-1其它编号XG-2、XG-3SC-4、5KFZ-6、7LT-8、9WYC10WCG11WXLT12WXL13CZ-148.0478C81、Z-15ML-16MZ-17QL-187.89QL-19QL-20QCGQLTXLTGDL-1 GCD-1ZC-1ZC-2ZC-3YX35-125-750(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0.6mm压型钢板75厚保温玻璃棉带铝箔加钢丝网。第 64 页，共 110 页办公楼工程量计算书序号 工程项目单位计算式数值构件数量说明1建筑面积m21364.621层m2462.552层m2451.033层m2451.032场平m2686.55686.553竣工m35434.965434.964挖坚土m31290.771290.77综合放坡82、系数:0.755挖淤泥m3294.16294.166C15素砼独基m3177.64J-1m3108.2416.00J-2m369.407.007模板m2283.15J-1m2184.9916.00J-2m298.157.0010C30独基m349.18J-1m329.5716.00J-2m319.617.0011模板m2100.56J-1m265.2816.00J-2m235.287.0012C30砼框架柱m33.44基础部分KZ1m30.292KZ2m30.433KZ3m30.141KZ4m30.141KZ5m30.292KZ6m30.322KZ7m30.322KZ8m30.322KZ9m383、0.161KZ10m30.292KZ11m30.141KZ12m30.58413模板m233.75KZ1m22.882KZ2m24.323KZ3m21.441KZ4m21.441KZ5m22.882KZ6m23.062KZ7m23.062KZ8m23.062KZ9m21.531KZ10m22.882KZ11m21.441KZ12m25.76414C30砼框架梁（基础梁）m326.9135.32基础部分KL1m31.791KL2m33.742KL3m33.742KL4m31.791KL5m32.341KL6m31.291KL7m30.681第 65 页，共 110 页KL8m31.041KL9m84、33.161KL10m33.021LL1m30.181LL2m30.751LL3m30.761LL4m30.161LL5m31.091LL6m31.181LL7m30.21115模板m2255.97KL1m315.981KL2m336.692KL3m336.692KL4m317.541KL5m317.931KL6m311.821KL7m36.261KL8m39.561KL9m330.061KL10m327.651LL1m32.101LL2m37.851LL3m38.011LL4m31.781LL5m311.111LL6m312.621LL7m32.33116C30砼挑檐m33.37基础部分KL85、5m30.56KL6m30.52KL7m30.24KL8m30.38KL10m31.10KL1m30.5617模板m240.84KL5m26.81KL6m26.29KL7m22.97KL8m24.64KL10m213.32KL1m26.8118M10水泥砂浆蒸压粉煤灰砖条基m32.63外墙m31.4789.92内墙(180厚)m31.09100.84内墙(120厚)m30.0710.2319防水砂浆m225.60外墙m312.2789.92内墙(180厚)m312.10100.84内墙(120厚)m31.2310.2320回填m31321.761321.7621C30矩形柱m338.27KZ186、m30.902KZ2m34.903KZ3m31.731KZ4m31.731KZ5m33.362KZ6m34.6320.43KZ7m33.632第 66 页，共 110 页KZ8m33.732KZ9m31.871KZ10m33.262KZ11m31.731KZ12m36.82422模板m2375.04KZ1m28.962KZ2m248.963KZ3m217.281KZ4m217.281KZ5m233.602KZ6m243.762KZ7m234.242KZ8m235.262KZ9m217.631KZ10m232.642KZ11m217.281KZ12m268.16423C20GZm34.551层m87、30.942层m30.983层m32.210.43LTZm30.4124模板m262.361层m213.022层m213.683层m230.700.43LTZm24.9725C20GLm31.76一层外墙M2 GL-4153m30.091.00一层内墙M3 GL-8103m30.4910.00一层内墙M4 GL-2080m30.063.00120厚二层内墙M3 GL-8103m30.4910.00二层内墙M4 GL-2080m30.063.00120厚三层内墙M3 GL-8103m30.5411.00三层内墙M4 GL-2080m30.042.00120厚26模板m226.66一层外墙M2 G88、L-4153m21.081.00一层内墙M3 GL-8103m27.2010.00一层内墙M4 GL-2080m21.223.00二层内墙M3 GL-8103m27.2010.00二层内墙M4 GL-2080m21.223.00三层内墙M3 GL-8103m27.9211.00三层内墙M4 GL-2080m20.822.0027C30单梁(矩形）m369.92一层KL13外挑部分m30.64一层KL17m30.61一层KL18m31.44一层KL19m30.76一层KL20m31.16一层KL12/A-B轴段m30.11一层KL14/A-B轴段m30.11一层KL16/C-2100段m30.289、6一层LL11m30.09一层LL12m30.13一层KL11/D-E轴段m30.66一层LL8m30.13第 67 页，共 110 页一层LL14m315.40一层LL13m33.08一层KL21m32.96一层KL22m33.29二层KL18m31.44二层KL19m30.76二层KL20m31.16二层KL12/A-B轴段m30.11二层KL14/A-B轴段m30.11二层KL16/C-2100段m30.26二层LL11m30.09二层LL12m30.13二层KL11/D-E轴段m30.66二层LL8m30.13二层LL14m30.14二层LL15m30.32二层LL13m33.08二层90、KL21m32.96二层KL22m33.36三层KL24m33.432.007.66三层KL25m34.492.00三层KL26m33.222.00三层KL27m31.541.00三层KL28m32.67三层KL29m30.50三层KL30m30.77三层KL31m32.17三层KL32m33.36三层LL15m30.43三层LL16m31.822.0026模板m2528.25一层KL13外挑部分m27.01一层KL17m26.25一层KL18m214.35一层KL19m27.60一层KL20m211.60一层KL12/A-B轴段m21.06一层KL14/A-B轴段m21.06一层KL16/C91、-2100段m22.63一层LL11m21.18一层LL12m21.75一层KL11/D-E轴段m26.58一层LL8m21.63一层LL14m21.78一层LL13m231.50一层KL21m230.29一层KL22m232.93二层KL18m214.35二层KL19m27.60二层KL20m211.60二层KL12/A-B轴段m21.06二层KL14/A-B轴段m21.06二层KL16/C-2100段m22.63二层LL11m21.18二层LL12m21.75二层KL11/D-E轴段m26.58二层LL8m21.63二层LL14m21.78二层LL15m23.86第 68 页，共 110 92、页二层LL13m231.50二层KL21m230.29二层KL22m233.55三层KL24m234.612.007.66三层KL25m243.382.00三层KL26m233.212.00三层KL27m215.871.00三层KL28m224.22三层KL29m26.75三层KL30m210.30三层KL31m27.31三层KL32m233.55三层LL15m25.79三层LL16m23.642.0027C30异型梁m341.39一层KL11/B-D轴段m31.38一层KL12m32.68一层KL13m35.252.00一层KL14m32.68一层KL15m32.68一层KL16(空心板段）93、m31.94一层LL9m32.08一层LL10m32.00二层KL11/B-D轴段m31.38二层KL12m32.68二层KL13m35.252.00二层KL14m32.68二层KL15m32.68二层KL16(空心板段）m31.94二层LL9m32.08二层LL10m32.0028模板m2332.19一层KL11/B-D轴段m311.360.49一层KL12m319.36一层KL13m339.952.000.43一层KL14m319.36一层KL15m319.36一层KL16(空心板段）m316.01一层LL9m316.510.39一层LL10m315.24二层KL11/B-D轴段m311.94、36二层KL12m319.10二层KL13m349.282.00二层KL14m319.10二层KL15m319.10二层KL16(空心板段）m316.01二层LL9m320.46二层LL10m320.6529C20QLm33.23三层内墙m33.2399.91QL厚200，根据03G329-130模板m235.9035.9031C20楼梯m259.7259.7232模板m259.7233C30平板m35.581层顶m32.79三处2层顶m32.7934模板m253.131层顶m226.56第 69 页，共 110 页2层顶m226.5635C30斜坡屋面m356.921.0713轴m312.395、269轴m324.5636轴m320.0436模板m2468.781.0713轴m2104.5269轴m2207.0336轴m2157.2337C30挑檐m338.241.07屋面1-1剖面m32.96屋面2-2剖面m35.88屋面3-3剖面m32.86屋面4-4剖面m34.85屋面详图4m32.11三层详图1m311.966.85m标高YP梁处m31.833.55m标高详图2m34.48(-0.006)m标高详图4m31.3138模板m2394.041.07屋面1-1剖面m229.27屋面2-2剖面m253.99屋面3-3剖面m229.13屋面4-4剖面m248.84屋面详图4m223.8896、三层详图1m2121.566.85m标高YP梁处m218.353.55m标高详图2m253.88(-0.006)m标高详图4m315.1339C30预制板m210.847.4m板m310.8440预制板模板m310.847.4m板m310.8441钢结构雨篷座1.0042C30预制空心板m338.752层YKB36-52(L=3365)m35.054.002层YKB36-52(L=3260)m32.452.002层YKB36-52(L=3330)m32.502.002层YKB30-52(L=2725)m31.021.002层YKB30-52(L=2725)m30.381.002层YKB36-597、2(L=3365)m30.952.002层YKB36-52(L=3260)m30.922.002层YKB36-52(L=3330)m30.471.002层YKB30-52(L=2625)m30.991.002层YKB30-51(L=2725)m31.091.002层YKB36-51(L=3260)m32.862.002层YKB30-51(L=2725)m30.441.002层YKB30-52(L=2725)m30.261.003层YKB36-52(L=3365)m35.054.003层YKB36-52(L=3260)m32.452.003层YKB36-52(L=3330)m32.502.00398、层YKB30-52(L=2725)m31.021.003层YKB30-52(L=2725)m30.381.003层YKB36-52(L=3365)m30.952.003层YKB36-52(L=3260)m30.922.003层YKB36-52(L=3330)m30.471.003层YKB30-52(L=2625)m30.991.003层YKB30-51(L=2725)m31.091.003层YKB36-51(L=3260)m32.862.00第 70 页，共 110 页3层YKB30-51(L=2725)m30.441.003层YKB30-52(L=2725)m30.261.0043C40预制99、空心板m37.822层YKB54-35(L=5200)m32.931.00C402层YKB54-35(L=5200)m30.981.00C403层YKB54-35(L=5200)m32.931.00C403层YKB54-35(L=5200)m30.981.00C4044C30平板m315.69图Am30.574.00图Bm30.272.00图Cm30.202.00图Dm30.111.00图Km30.051.00图Lm36.452.00图Mm30.141.00C40图Pm30.051.00模板m2130.00图Am24.714.00图Bm22.282.00图Cm21.672.00图Dm20.95100、1.00图Km20.411.00图Lm253.792.00图Mm20.781.00C40图Pm20.411.0045安全玻璃门m216.3116.31M1+M246夹板木门m278.54M3m265.10M4m213.4447中空塑钢窗m2291.69C1m252.988.00C1/m212.012.00C2m241.288.00C2/m218.724.00C3m223.564.00C4m229.283.00C4/m217.712.00C5m239.368.00C5/m217.764.00C6m29.233.00C6/m25.552.00C7m212.792.00C8m211.472.0048101、M10加气砼砌块240厚外墙m3138.42S1层总面积m2247.23S2层总面积m2223.04S3层总面积m2281.22扣外墙门窗面积m2-308.00扣外墙门窗后方量m3106.44外墙垛方量m332.07扣过梁、GZm3-0.09实方量m3138.4249M10加气砼砌块180厚内墙m3167.39S1层总面积m2309.85S2层总面积m2231.75S3层总面积m2505.11扣内墙门窗面积m2-65.10扣门窗后方量m3176.69第 71 页，共 110 页扣过梁、GZ、QLm3-9.30实方量m3167.3950M10加气砼砌块120厚内外墙m391.45S1层总面积m2102、33.7610.23S2层总面积m230.6910.23S3层总面积m228.14扣内墙门窗面积m2-13.44扣门窗后方量m379.15扣过梁、GZ、QLm3-0.156.9m、3.6m标高外墙m312.45实方量m391.4551C20台阶砼垫层m33.483.4852C20砼台阶m33.863.8653台阶模板m232.4632.4654花岗岩台阶m232.4632.4655花岗岩楼地面m251.71台阶内侧m220.39楼梯间m231.3256地面夯实m2389.49台阶内侧m220.39一层卫生间m219.42一层地面m2349.6857散水m276.5576.5558散水伸缩缝m8103、1.4581.4559150厚小毛石灌M5水泥砂浆m355.36一层卫生间m32.91一层地面m352.456060厚C15混凝土垫层m322.15一层卫生间m31.17一层地面m320.986130厚1：3水泥砂浆m21149.11一层卫生间m238.84二道一层地面m2349.68一道台阶内侧m220.39二层卫生间m219.42二层地面m2359.95三层卫生间m214.62三层地面m2346.21621.5厚合成高分子防水涂料m272.32一层卫生间m226.37二层卫生间m226.37三层卫生间m219.5762地面砖m21098.86一层卫生间m219.42一层地面m2339.24104、二层卫生间m219.42二层地面m2359.95三层卫生间m214.62三层地面m2346.216340厚C20细石砼找平层m2740.20二层卫生间m219.42二层地面m2359.95三层卫生间m214.62三层地面m2346.2163大理石踢脚150高m765.50一层地面m246.54二层地面m234.44三层地面m247.66楼梯间m36.86第 72 页，共 110 页1地面1m219.42图集L06J002)地15素土夯实m219.4219.42150厚小毛石灌M5水泥砂浆m32.912.9160厚C15混凝土垫层m31.171.1720厚1：3水泥砂浆抹平(2层)m238.84105、38.841.5厚合成高分子防水涂料m226.3726.37地面砖m219.4219.422地面2m2349.68图集L06J002)地14素土夯实m2370.07370.07150厚小毛石灌M5水泥砂浆m355.5155.5160厚C15混凝土垫层m322.2022.2030厚1：3干硬性水泥砂浆m2370.07370.07地面砖m2349.68349.683楼面2m2706.16图集L06J002)楼1640厚钢筋细石砼层m3706.16706.1630厚1：3干硬性水泥砂浆m2706.16706.16地面砖m2706.16706.164楼面1m234.04图集L06J002)楼1730厚106、C20细石混凝土随打随抹m234.0434.041.5厚合成高分子防水涂料m245.9445.9430厚1：3干硬性水泥砂浆m234.0434.04地面砖m234.0434.045楼面3m251.71图集L06J002)楼1930厚1：3水泥砂浆结合层m251.7151.71大理石m251.7151.716大理石楼梯m259.7259.727大理石踢脚150高m765.50一层地面m246.54二层地面m234.44三层地面m247.66楼梯间m36.8664面砖内墙m2267.81一层卫生间m292.78二层卫生间m283.71三层卫生间m291.3265水泥砂浆内墙m22666.70一层m107、2819.64二层m2672.11三层m21266.05楼梯间m2199.34扣外门窗m2-290.4466内墙腻子m22871.03一层m2926.37二层m2769.71三层m21266.05楼梯间m2199.34扣外门窗m2-290.4467楼梯栏杆m36.7836.7868窗台栏杆m9.089.0869轻钢龙骨PVC顶棚m253.46一层卫生间m219.42二层卫生间m219.42三层卫生间m214.6270水泥砂浆抹灰(天棚)1472.87一层m2267.50二层m2359.95三层m2380.841层梁两侧m2106.73第 73 页，共 110 页2层梁两侧m297.60楼梯底m108、283.56YP梁底m221.19挑檐底m2155.51平均取120厚71外墙水泥砂浆m2593.32抗裂砂浆6.9m标高以下外墙m2552.844未扣门窗6.9m10.2m外墙m2293.568未扣门窗两山m254.908扣外门窗m2-308.0072水泥砂浆零星抹灰m2141.16预制板上部m286.166.9m标高挑檐上部(两层)m222.23前雨篷周边m28.63详图6压顶m224.1473装饰线条m802.5610.2m标高处(上下两道)m196.076.9m标高处(上下两道)m181.766.9-.55m标高处m71.964.2m标高处m71.963.6-.55m标高处m71.96109、0.9m标高处m54.26三层窗傍竖直线m145.20前雨篷周边m9.4074界面剂m23401.1775外墙面砖m2211.52211.5276外墙网格布m21187.401187.4077外墙挤塑保温板(60厚)m21187.4078外墙弹性防水涂料m2734.4779天棚腻子m21472.8780屋面20厚1：3水泥砂浆找平m2583.36583.3681SBC防水卷材m2583.3682挤塑聚苯板 60厚m2583.368335厚C20细石混凝土找平层m2583.36841：1水泥砂浆粘贴平瓦m2583.3685脊瓦m32.4886单排脚手架m21694.83独立基础m2384.99柱110、m21309.8487双排脚手架(6m下)m22372.59内墙m2606.05梁m21766.5488外双排脚手架m21307.3521307.3589密目网m21409.4561409.4690平网m2290.64290.6491斜道座1.0092垂直运输m21364.62931.25m3挖掘机进出场次1.0094135kw推土机次1.0095卫生间隔断m238.3438.3496大理石台面m28.648.6497开孔个8.008.0098污水井(深1400)个2.0099给水井(深1000)个2.00柱脚手架m21309.84基础部分:KZ1m29.362KZ2m214.043KZ3m2111、4.681第 74 页，共 110 页KZ4m24.681KZ5m29.362KZ6m29.542KZ7m29.542KZ8m29.542KZ9m24.771KZ10m29.362KZ11m24.681KZ12m218.724主体部分KZ1m229.122KZ2m2159.123KZ3m256.161KZ4m256.161KZ5m2109.202KZ6m2136.422KZ7m2106.742KZ8m2109.922KZ9m254.961KZ10m2106.082KZ11m256.161KZ12m2221.524内墙脚手架606.05S1层总面积(180厚）m2309.85S2层总面积(180112、厚）m2231.75S1层总面积(120厚）m233.7610.23S2层总面积(120厚）m230.6910.23梁双排脚手架1766.54一层KL13外挑部分m217.37单梁部分一层KL17m213.00一层KL18m235.59一层KL19m218.85一层KL20m228.77一层KL12/A-B轴段m22.19一层KL14/A-B轴段m22.19一层KL16/C-2100段m26.30一层LL11m2一层LL12m2一层KL11/D-E轴段m215.78一层LL8m2一层LL14m2一层LL13m2一层KL21m282.97一层KL22m281.65二层KL18m232.14二层K113、L19m217.02二层KL20m225.98二层KL12/A-B轴段m21.97二层KL14/A-B轴段m21.97二层KL16/C-2100段m25.67二层LL11m2二层LL12m2二层KL11/D-E轴段m214.20二层LL8m2二层LL14m2二层LL15m2二层LL13m2二层KL21m275.07二层KL22m275.15第 75 页，共 110 页三层KL24m2121.562.007.66三层KL25m2123.552.00三层KL26m2128.642.00三层KL27m261.501.00三层KL28m243.62三层KL29m226.75三层KL30m240.83三114、层KL31m2115.90三层KL32m2116.75三层LL15m2一层KL11/B-D轴段m323.580.49一层KL12m338.97一层KL13m331.562.000.43一层KL14m338.97一层KL15m338.97一层KL16(空心板段）m332.67一层LL9m30.39一层LL10m3二层KL11/B-D轴段m320.87二层KL12m335.07二层KL13m373.392.00二层KL14m335.07二层KL15m335.07二层KL16(空心板段）m329.40二层LL9m3二层LL10m3第 76 页，共 110 页备注474.072012-4-18办公楼签115、证0.75839.002012-4-18办公楼签证191.20签证和厂房超深用C15砼填挖深2.5m的标高为2.5+.45-.22=-2.73第 77 页，共 110 页一根顶标10.2m二根是10.8m一根顶标10.2m一根是10.8mtg23.6=0.3886778185一根顶标10.2m一根是10.8m第 78 页，共 110 页一根顶标10.2m三根是10.8m一层C轴线内墙共7根，厚180二层C轴线内墙共8根，厚180五根（13.9-6.85-.43)三根(13.3-6.85-.43)一层C轴线内墙共7根，厚180二层C轴线内墙共8根，厚180五根（13.9-6.85-.43)三根(116、13.3-6.85-.43)第 79 页，共 110 页1.093673831第 80 页，共 110 页1.0936738318根GZ，6根GL板厚140平均厚100楼梯口平台扣LL8、LL14梁底模板第 81 页，共 110 页1/cos23.6=1/0.93207111/cos23.6=1/0.9320711图A图B图C图D图E图F图G图H图J图K图L图P图P图A图B图C图D图E图F图G图H图J图K图L第 82 页，共 110 页图P图P图M图N图M图N大于100宽补缺外墙内墙180厚内墙120厚内墙外墙外墙外墙外墙外墙外墙外墙外墙外墙外墙外墙外墙外墙三层D轴上平标高:12.872三层D117、轴上平标高 12.8724544 tg23.6=0.3886778三层C轴上平标高:12.911三层C轴上平标高 12.9113222第 83 页，共 110 页D-2.7m处隔墙上平标高:11.82311.82302442012年11月5号施工签证地面1地面2第 84 页，共 110 页一层卫生间兰字部分为根据清单格式计算工程量，与上部粉字工程量重复。一层其它二三层其它(不含楼梯间大理石)原为60厚LC7.5轻骨料混凝土填充层二三层卫生间楼梯间三层D轴上平标高:12.872D-2.7m处隔墙上平标高:11.823三层D轴上平标高:12.872D-2.7m处隔墙上平标高:11.823卫生间窗已118、在墙砖中扣除三层D轴上平标高:12.872D-2.7m处隔墙上平标高:11.823卫生间窗已在墙砖中扣除第 85 页，共 110 页第 86 页，共 110 页三层D轴上平标高:12.872第 87 页，共 110 页1.093673831平均取高3.3+1.55=4.85异型梁部分第 88 页，共 110 页办公楼钢筋分析序号部位型号规格计算式(m)比重(kg/m)重量(t)构件长度构件数量备注说明1J114814.191.2100.98516.002J214597.471.2100.7237.003KZ11671.011.5800.11228132.800.3950.052箍4KZ2201119、85.452.4600.4563一根顶标10.2m二根是10.8m16175.891.5800.2788849.600.3950.336箍5KZ32566.603.8500.2561顶标10.8m2062.622.4600.1548288.000.3950.114箍6KZ42062.622.4600.1541顶标10.8m1659.431.5800.0948288.000.3950.114箍7KZ525130.803.8500.5042一根顶标10.2m一根是10.8m20122.832.4600.3028561.600.3950.222箍8KZ625224.643.8500.8652顶标13120、.3-.43=12.87m20141.792.4600.3498703.500.3950.278箍9KZ725261.603.8501.0072一根顶标10.2m一根是10.8m20245.662.4600.60481193.400.3950.471箍10KZ820121.792.4600.3002顶标10.8-.43=10.37m16115.421.5800.1828590.070.3950.233箍11KZ916116.571.5800.1841顶标10.8-.43=10.37m8199.240.3950.079箍12KZ1016228.121.5800.3602顶标10.2m8369.6121、00.3950.146箍13KZ1116118.861.5800.1881顶标10.8m8194.400.3950.077箍14KZ1216470.631.5800.7444一根顶标10.2m三根是10.8m8768.000.3950.303箍15KL12031.312.4600.077长度14.241基础部分1658.331.5800.0921259.430.8880.0538248.290.3950.098箍16KL22065.022.4600.16014.842基础部分16126.021.5800.19912123.670.8880.1108496.580.3950.196箍1011.2122、00.6170.00717KL32091.832.4600.22614.842基础部分1695.771.5800.15112123.670.8880.1108538.380.3950.213箍18KL42031.312.4600.07714.241基础部分1648.661.5800.077252.553.8500.0101259.430.8880.05310109.450.6170.068箍895.020.3950.038箍19KL52031.312.4600.07714.241基础部分1655.091.5800.0872511.863.8500.0461259.430.8880.053121123、50.680.8880.134箍877.140.3950.030箍20KL61676.991.5800.12212.781基础部分8111.940.3950.044箍21KL71645.021.5800.0716.881基础部分869.500.3950.027箍22KL82023.792.4600.05910.481基础部分1639.841.5800.0631094.080.6170.058箍830.890.3950.012箍23KL9205.182.4600.01329.641基础部分16174.581.5800.2761248.800.8880.04310288.450.6170.178箍124、8153.310.3950.061箍24KL102063.842.4600.15729.641基础部分16103.941.5800.1648325.700.3950.129箍25LL11620.181.5800.0322.9151基础部分6.514.660.2610.004箍26LL21647.011.5800.0748.281基础部分1051.220.6170.032箍27LL31647.511.5800.0758.381基础部分1052.200.6170.032箍28LL41618.831.5800.0302.6451基础部分6.512.620.2610.003箍29LL51657.661125、.5800.09110.411基础部分6.569.400.2610.018箍30LL61675.661.5800.12014.011基础部分6.585.670.2610.022箍31LL71621.831.5800.0343.2451基础部分6.516.250.2610.004箍321层GZ12114.800.8880.102一层C轴线内墙共7根，厚1806.5219.910.2610.057箍332层GZ12121.600.8880.108二层C轴线内墙共8根，厚1806.5243.260.2610.063箍343层GZ12236.640.8880.210五根（13.9-6.85-.43)三126、根(13.3-6.85-.43)6.5339.900.2610.089箍35LTZ169.661.5800.015895.920.3950.038箍36一层KL13外挑部分000.000.000矩形在异型梁中统一分析37一层KL171634.711.5800.0555.601矩形1211.100.8880.010849.930.3950.020箍38一层KL181670.611.5800.11212.781.00矩形206.292.4600.0151228.800.8880.026851.500.3950.020箍6.556.030.2610.01539一层KL192021.952.4600.127、0546.881.00矩形2522.743.8500.0881227.320.8880.02410117.310.6170.072箍40一层KL202029.152.4600.07210.481.00矩形2522.743.8500.0881611.511.5800.0181241.720.8880.03710118.340.6170.073箍840.020.3950.016箍41一层KL12/A-B轴段0000.000矩形在异型梁中统一分析42一层KL14/A-B轴段0000.000矩形在异型梁中统一分析43一层KL16/C-2100段0000.000矩形在异型梁中统一分析44一层LL1116128、17.181.5800.0272.3151.00矩形6.512.620.2610.003箍45一层LL121621.831.5800.0343.251.00矩形6.512.620.2610.003箍46一层KL11/D-E轴段000.000.000矩形在异型梁中统一分析47一层LL81620.681.5800.0333.021.00矩形6.512.620.2610.003箍48一层LL141621.831.5800.0343.251.00矩形6.512.620.2610.003箍49一层LL132541.933.8500.1611.00矩形207.042.4600.01716117.621.5129、800.1866.587.810.2610.023箍871.830.3950.028箍50一层KL2125127.403.8500.490矩形2063.842.4600.1571653.331.5800.0841249.040.8880.0448147.140.3950.058箍10245.010.6170.151箍51一层KL222541.933.8500.161矩形2084.582.4600.2081653.331.5800.0841291.280.8880.0818345.380.3950.136箍52二层KL181670.611.5800.11212.781.00矩形1228.800.130、8880.026851.500.3950.020箍6.556.030.2610.01553二层KL192021.952.4600.0546.881.00矩形2522.743.8500.0881227.320.8880.02410117.310.6170.072箍54二层KL202029.152.4600.07210.481.00矩形2522.743.8500.0881611.511.5800.0181241.720.8880.03710118.340.6170.073箍840.020.3950.016箍55二层KL12/A-B轴段0000.000矩形在异型梁中统一分析56二层KL14/A-B轴131、段0000.000矩形在异型梁中统一分析57二层KL16/C-2100段0000.000矩形在异型梁中统一分析58二层LL111617.181.5800.0272.3151.00矩形6.512.620.2610.003箍59二层LL121621.831.5800.0343.251.00矩形6.512.620.2610.003箍60二层KL11/D-E轴段000.000矩形在异型梁中统一分析61二层LL81620.681.5800.0333.021.00矩形6.512.620.2610.003箍62二层LL141621.831.5800.0343.251.00矩形6.512.620.2610.0132、03箍63二层LL152018.812.4600.0465.721.00矩形1612.301.5800.0196.537.940.2610.010箍64二层LL132541.933.8500.161矩形207.042.4600.01716117.621.5800.1866.587.810.2610.023箍871.830.3950.028箍65二层KL2125122.073.8500.470矩形2063.842.4600.1571653.331.5800.0841249.040.8880.0448147.140.3950.058箍10245.010.6170.151箍66二层KL222541.133、933.8500.161矩形2084.582.4600.2081653.331.5800.0841291.280.8880.0818345.380.3950.136箍67三层KL2420119.492.4600.29415.242.00矩形1659.831.5800.0958283.520.3950.112箍68三层KL2520126.132.4600.31016.002.00矩形1659.831.5800.0951263.990.8880.0578522.560.3950.206箍69三层KL2620158.462.4600.39016.002.00矩形1/cos21.94=1/0.9275134、756331648.711.5800.0778304.910.3950.120箍70三层KL272033.252.4600.08215.241.00矩形2526.943.8500.1041632.711.5800.0528146.050.3950.058箍71三层KL282049.832.4600.12312.781.00矩形1638.591.5800.06112102.240.8880.0918364.680.3950.144箍72三层KL292029.042.4600.0716.881.00矩形2537.903.8500.1461290.440.8880.080箍73三层KL302036.135、242.4600.08910.481.00矩形2537.903.8500.1461611.511.5800.0181291.280.8880.081箍830.890.3950.012箍74三层KL3125122.073.8500.470矩形2063.842.4600.1571653.331.5800.0841249.040.8880.0448147.140.3950.058箍8209.260.3950.083箍75三层KL322547.493.8500.183矩形20129.502.4600.3191613.171.5800.02112101.440.8880.0908324.930.3950136、.128箍76三层LL151612.301.5800.0195.721.00矩形2018.812.4600.0466.537.940.2610.010箍77三层LL1620102.632.4600.25215.2422557.483.8500.2211630.021.5800.0478187.070.3950.074箍78一层KL112060.612.4600.14914.241.00异型梁2534.403.8500.132162.371.5800.0041256.960.8880.0518311.390.3950.123箍829.840.3950.01279一层KL122076.612.46137、00.18814.841.00异型梁2520.023.8500.0771624.601.5800.0391259.360.8880.0538230.120.3950.091箍866.990.3950.02680一层KL1320119.842.4600.29518.582.00异型梁25133.413.8500.5141640.491.5800.064121139.320.8881.0128511.110.3950.202箍8132.380.3950.05281一层KL142032.462.4600.08014.841.00异型梁2550.963.8500.1961624.601.5800.03138、91259.360.8880.0538230.120.3950.091箍866.990.3950.02682一层KL152075.412.4600.18614.241.00异型梁2520.023.8500.0771624.601.5800.0391256.960.8880.0518230.120.3950.091箍865.790.3950.02683一层KL162044.182.4600.10914.241.00异型梁2546.663.8500.1801619.981.5800.0321256.960.8880.05110247.960.6170.153箍843.240.3950.01784一139、层LL92076.612.4600.18814.841.00异型梁2528.223.8500.1091259.360.8880.0538128.010.3950.051箍866.990.3950.02685一层LL102098.812.4600.24314.841.00异型梁1259.360.8880.0538128.010.3950.051箍866.990.3950.02686二层KL112060.612.4600.14914.241.00异型梁2534.403.8500.132162.371.5800.0041256.960.8880.0518311.390.3950.123箍829.84140、0.3950.01287二层KL122076.612.4600.18814.841.00异型梁2520.023.8500.0771624.601.5800.0391259.360.8880.0538230.120.3950.091箍866.990.3950.02688二层KL1320119.842.4600.29518.582.00异型梁25133.413.8500.5141640.491.5800.064121139.320.8881.0128511.110.3950.202箍8132.380.3950.05289二层KL142032.462.4600.08014.841.00异型梁2550141、.963.8500.1961624.601.5800.0391259.360.8880.0538230.120.3950.091箍866.990.3950.02690二层KL152075.412.4600.18614.241.00异型梁2520.023.8500.0771624.601.5800.0391256.960.8880.0518230.120.3950.091箍865.790.3950.02691二层KL162044.182.4600.10914.241.00异型梁2546.663.8500.1801619.981.5800.0321256.960.8880.05110247.960142、.6170.153箍843.240.3950.01792二层LL92076.612.4600.18814.841.00异型梁2528.223.8500.1091259.360.8880.0538128.010.3950.051箍866.990.3950.02693二层LL102098.812.4600.24314.841.001259.360.8880.0538128.010.3950.051箍866.990.3950.02694QL12399.640.8880.35599.916.5380.420.2610.099箍95楼梯TB112124.470.8880.1111.11875.380.3143、950.030CT112161.700.8880.144896.770.3950.038BT212124.470.8880.111875.380.3950.030CT212156.380.8880.139893.680.3950.037PAT18202.800.3950.080859.880.3950.0243.55和6.85标高处阴影部分TL12562.803.8500.2425.582.002024.522.4600.0601222.320.8880.0208118.720.3950.047箍TL22237.142.9800.1115.582.002049.042.4600.1211222144、.320.8880.0208141.640.3950.056箍85.580.3950.002961层顶平板0.000图8182.920.3950.072双向838.070.3950.015负弯矩821.480.3950.008813.420.3950.005812.990.3950.00589.860.3950.00485.560.3950.002831.360.3950.012821.730.3950.0098156.670.3950.062分布108.130.6170.005板凳筋图8134.370.3950.053103.000.6170.002板凳筋972层顶平板0.000图8182.145、920.3950.072双向838.070.3950.015负弯矩821.480.3950.008813.420.3950.005812.990.3950.00589.860.3950.00485.560.3950.002831.360.3950.012821.730.3950.0098156.670.3950.062分布108.130.6170.005板凳筋图8134.370.3950.053103.000.6170.002板凳筋98斜坡屋面0.00084878.780.3951.927双向880.000.3950.032四角1轴与9轴8427.480.3950.169负弯矩与分布107.6146、40.6170.005板凳筋2轴与8轴、7轴8816.680.3950.3231024.900.6170.015板凳筋3轴与6轴81225.020.3950.4841037.350.6170.023板凳筋4轴与5轴10313.800.6170.1948228.210.3950.0901017.710.6170.011板凳筋8106.430.3950.042103.650.6170.002板凳筋8401.130.3950.1581031.490.6170.019板凳筋A轴8399.350.3950.1581012.080.6170.007板凳筋B轴8414.850.3950.1641015.70147、0.6170.010板凳筋D轴81316.570.3950.5201035.800.6170.022板凳筋E轴8414.850.3950.1641015.700.6170.010板凳筋阳角16197.701.5800.3128576.000.3950.228窗口16584.001.5800.9231480.001.2100.0976.546.000.2610.01299屋面1-1剖面14108.961.2100.13213.62挑檐827.240.3950.0118140.960.3950.056箍100屋面2-2剖面14145.921.2100.17736.48挑檐836.480.3950.148、0148176.060.3950.070箍101屋面3-3剖面14108.961.2100.13213.62挑檐827.240.3950.0118140.960.3950.056箍102屋面4-4剖面1451.361.2100.0626.422.00挑檐12102.720.8880.0918259.500.3950.103箍103屋面详图414127.031.2100.15415.882.00挑檐8154.360.3950.061箍104三层详图183956.040.3951.56391.40挑檐1029.360.6170.018板凳筋105YP梁处1424.961.2100.03012.48149、1.00挑檐8343.190.3950.136挑檐103.840.6170.002板凳筋1063.55m标高详图282441.080.3950.96469.08挑檐1017.330.6170.011板凳筋107(-0.006)m标高详图48381.830.3950.15122.00108预制板82448.240.3950.96792.64预制1043.360.6170.027板凳筋109空心板补缺0.000图A10111.520.6170.0694.006.584.020.2610.022箍图B1054.160.6170.0332.006.540.830.2610.011箍图C1055.280150、.6170.0342.006.541.650.2610.011箍图D1013.940.6170.0091.006.521.000.2610.005箍图K1013.940.6170.0091.006.59.610.2610.003箍图L10257.260.6170.1592.006.560.200.2610.016箍图M1052.490.6170.0321.006.548.720.2610.013箍图P1011.400.6170.0071.006.57.900.2610.002箍板端8236.000.3950.0936.5114.400.2610.030110地面47767.810.0990.7151、6911 空心板上加钢筋网111屋面47855.890.0990.77813.46666667112拉结筋6.51.092113过梁120.0021根一层外墙M2 GL-4153100.003140.0056.50.003箍120.02910根一层内墙M3 GL-810380.0136.50.01580.003一层内墙M4 GL-20806.50.0003根120.02910根二层内墙M3 GL-810380.0136.50.01580.003二层内墙M4 GL-20806.50.0003根120.03211根三层内墙M3 GL-810380.0146.50.01680.002三层内墙M4 G152、L-20806.50.0002根统计41.5476.50.11983.620100.361121.471120.634142.496161.235200.181220.1116.50.537箍86.508箍80.181箍101.266箍100.196箍120.295箍6.51.092拉结筋80.967预制84.990100.194123.279166.217209.252258.4831.0780792工工程程量量汇汇总总明明细细表表工程名称：序号项目名称特征属性单位工程量楼层首层1总配电箱台12镀锌钢管砖、混凝土结构,暗配,DN80,m663VV22-0.6/1KV-3*70+1*35m84153、成套照明配电箱、柜AL11,悬挂式,600*800*200,台115成套照明配电箱、柜AL2,嵌入式,600*800*200,台26电线敷设长度穿导管敷设,BV,2.5mm2,铜,m1426.93611.917电线敷设长度穿导管敷设,BV,25mm2,铜,m167.813.28电线敷设长度穿导管敷设,BV,4mm2,铜,m1797.9379.539电线敷设长度穿导管敷设,电话线,0.5mm2,铜,m230.0693.7610镀锌钢管砖、混凝土结构,暗配,DN50,m592611PVC塑料管砖、混凝土结构,暗配,DN15,m899.57362.7912PVC塑料管砖、混凝土结构,暗配,DN20,154、m900.54204.1513PVC塑料管砖、混凝土结构,暗配,DN25,m178.9872.9814壁灯自备蓄电池型,疏散照明灯 2x12w套23515壁灯自备蓄电池型,应急照明灯 2x12w套16416普通吸顶灯混凝土楼板上,格珊吸顶灯,单罩,套2217普通吸顶灯混凝土楼板上,吸顶灯,1X40W,套19918普通吸顶灯混凝土楼板上,吸顶防水防尘灯1X40W,单罩,套8319荧光灯吸顶式荧光灯,2X36W,吸顶安装,无吊顶处,双管套802520跷板式暗开关单控单联,个11321跷板式暗开关单控叁联,个7222跷板式暗开关单控双联,个241023声光控延时开关个424暗插座单相单联,个1113155、825暗插座单相单联,空调个13326电话插座个772427风扇壁扇,排气扇1X12W个128接地母线暗敷设,镀锌扁钢,-40*4,m183.829避雷网镀锌圆钢,10,沿女儿墙敷设,m358.9630引下线敷设（形式）利用结构主筋,镀锌圆钢10,15m9031接地测试箱200*250*160,个132电话系统成套电话组线箱,暗装,台233综合布线机柜、机架,墙挂,台3334接线盒塑料接线盒,86H,暗装,个10353二层顶层11418.0239775.579.1623.46794.9172.4163.8916.516.5275.92260.86329.78366.6152.8253.1812156、675553227284432682233406426271183.8358.96151.173290111464楼层办公楼安装工程序号部位型号规格单位 计算式(m)数值构件长度备注1蹲式大便盆个112小便挂斗个63拖布池个44洗手盆个85地漏个76PVC110m42.537PVC160m48PVC75m13PPR50m15.9PPR40m4PPR25m1210阀门dn50个5阀门dn25个3水嘴dn25个4拖布池9配电箱台1传达室电部分10PVC20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镀锌钢管 SC25m1624电话插座套425扁钢-40*4m38.226QL与柱内连接处8