大唐发电厂施工图预算书毕业设计.docx

毕业设计题 目：大唐发电厂施工图预算书学 生 姓 名：宋静所在院系、专业：建筑工程系、工程造价班 级：造价1211指 导 教 师：张雪梅日 期：2015年05月22日ii摘 要摘 要本工程为大唐发电厂附属工程，位于长沙(北纬=28.12，东经=113.05)，本工程为剪力墙结构，建筑高度20.10m，建筑层数5层。本工程由规划部门批准的规划及建筑单体设计方案，勘探部门提供的地质资料，及甲方提供的条件和要求建设而成。其内容根据湖南省2006年消耗量定额（建筑、市政）计算规则、省建设厅湘建价2006330号“关于颁发湖南省建设工程计价办法及有关工程消耗量标准的通知” 规定等有关资料以及本人根据所学知识和老师的知道，经过不断的计算验证和修改最终编辑而得到的成果。关键词：附属工程、建设、计算iiabstractabstractlaptops for datang power plant auxiliary project, located in changsha (= 28.12 north latitude and longitude = 28.12 ), the project for the shear wall structure, building height of 20.10 m, building number 5 layers.the project approved by the planning department of planning and single architectural design scheme of exploration division of geological data, and the construction of party a to provide the conditions and requirements.according to its content consumption quota in 2006 in hunan province (construction, municipal) calculation rules, the construction department of hunan province to build price 2006 no. 330 issued about hunan province construction project valuation way and related engineering for the announcement of standard of consumption regulation and other relevant information, and according to the knowledge and teachers know, after constant calculation verify and modify the final editing and get results.keywords:accessory works, building,concrete block,to calculate.目 录目 录摘 要iabstractii目 录iii1、大唐发电厂编制依据11.1工程名称11.2编制依据11.3 其他说明11.3.1建筑部分11.3.2装修部分11.4 各单位工程汇总12、工程计算书22.1 墙体计算式22.2 柱子计算式32.3 构造柱计算式63、工程清单量编制73.1 土建部分73.2装饰18致 谢29参考文献31i大唐发电厂施工图预算书1、大唐发电厂编制依据1.1工程名称字体不对，应为楷体gb2312大唐发电厂1#（面积1970m2）1.2编制依据（1）湖南省2006年消耗量定额（建筑、装饰）计算规则。（2）资兴市建筑设计院提供的施工图纸。（3）省建设厅湘建价2006330号“关于颁发湖南省建设工程计价办法及有关工程消耗量标准的通知” 规定（4）人工工资按湘建价2009396号文标准建筑工程62元/工日、装饰工程78元/工日。（5）建筑材料市场价格按郴州市定额站2012年第三期材料价格文件及部分材料按资兴市场价调整。（水泥380元/吨、钢筋4500元/吨、河沙125元/吨）。（6）养老保险未计算。1.3 其他说明1.3.1建筑部分（1）土方按图纸挖1.6米基槽，实际土方量应根据实际方量签证计算。（2）附属工程如化粪池、排污管、地面硬化工程未列入本预算。（3）本预算所有混凝土均按自拌计算，如采用商品砼则另行调整。1.3.2装修部分（1）所有卫生间厨房墙面为水泥砂浆粉灰，其他墙面均为混合砂浆。（2）未计算阳台栏杆及楼梯栏杆扶手。3、主楼梯间踏步按踏步砖，休息平台贴600*600地面砖，瓷砖踢脚线、楼梯底面、墙面、顶棚刮仿瓷两道。（3）所有地面均为水泥砂浆地面。4、室内天棚摸水泥砂浆一道。（4）、参照效果图计算了外墙线条等墙漆工程。5、门计算了入户、顶层楼梯间防盗门20樘，1800*2100楼梯大门2樘。1.4 各单位工程汇总项目名称建筑面积单位造价（元）经济指标（元/m2）建筑工程1970m21710703.64404.48装饰工程1970m2506434.85178.95合计1970m22302038.49613.442、工程计算书2.1 墙体计算式序号构件名称构件位置工程量计算式1砖基础体积 = 3.6504m3体积 = 3.6504m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+5.84*0.24)-(0.1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+5.84*0.24)-(0.1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+0.52*0.24+5.32*0.24)-(0.1152*0.5+0.36*0.24*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.1536+0.52*0.24+5.32*0.24)-(0.36*0.24*0.5+0.1152*0.5)-(0.24*0.24*0.5)*2)-(0.03*0.24*0.5)*4) = 0.6048m31砖基础体积 = (6.48*1.5)*0.24-(0.64*0.24+0.52*0.24+5.32*0.24)-(0.58*0.24*0.5+0.36*0.24*0.5) = 0.6648m31砖基础体积 = (2.6*1.5)*0.24-(0.624*1)-(0.0288*0.5+0.0288*0.5) = 0.2832m31砖基础体积 = (2.6*1.5)*0.24-(0.624*1)-(0.0288*0.5+0.0288*0.5) = 0.2832m32砖基础-外体积 = 9.2976m3体积 = 9.2976m32砖基础-外体积 = (11.3*1.5)*0.24-(1.28*0.12+2.5584)-(0.6*0.24*0.5+0.1152*0.5+0.1152*0.5) = 1.1688m32砖基础-外体积 = (32.76*1.5)*0.24-(1.18*0.12)*4+1.38*0.12+7.1304)-(0.4*0.24*0.5)*9+0.0672*0.5+0.0672*0.5) = 3.432m32砖基础-外体积 = (11.3*1.5)*0.24-(1.28*0.12+2.5584)-(0.1152*0.5+0.6*0.24*0.5+0.1152*0.5) = 1.1688m32砖基础-外体积 = (32.76*1.5)*0.24-(7.8624*1)-(0.4*0.24*0.5)*7+0.0672*0.5+0.0672*0.5) = 3.528m32.2 柱子计算式序号构件名称构件位置工程量计算式1kz-1体积 = 2.5312m3体积 = 2.5312m31kz-1体积 = (0.4*0.6)*1.5-(0.16*1+0.08*1) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.48*0.4*1+0.12*0.4*1) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.48*0.4*1+0.12*0.4*1) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.08*1+0.16*1) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.08*1+0.16*1) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4+0.0411*0.4) = 0.12m31kz-1体积 = (0.4*0.6)*1.5-(0.5589*0.4) = 0.1364m31kz-1体积 = (0.4*0.6)*1.5-(0.08*1+0.16*1) = 0.12m31kz-1模板面积 = 22.3424m2模板面积 = 22.3424m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.2+0.6)*1+0.4) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.48*1)*2+(0.4*1)*2+(0.12*1)*2) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.48*1)*2+(0.4*1)*2+(0.12*1)*2) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(0.4733+1+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(0.4733+1) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.4+0.6+0.2)*1+1*0) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.6+0.2)*1+0.4) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+(0.0411)*2+0.4*(1+0.4733+0.5267) = 1m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.5589)*2+0.4*(1+0.4733) = 1.2928m21kz-1模板面积 = (0.4+0.6)*2)*1.5-(0.4*1)*2+(0.2+0.6+0.4)*1+0*1) = 1m22kz-2体积 = 1.1078m3体积 = 1.1078m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.48+0.0885) = 0.1833m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.6+0.0193) = 0.1853m32kz-2体积 = (0.6*0.6)*1.5-(0.5589*0.48+0.0885) = 0.1833m32kz-2模板面积 = 7.7982m2模板面积 = 7.7982m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.48+0.12+0.6)*1+0.5589+0.48*0.4733+0.3317) = 1.2821m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.5589)*2+0.6*(1+0.4733)+0.0411+0.2486) = 1.3085m22kz-2模板面积 = (0.6+0.6)*2)*1.5-(0.48+0.6+0.12)*1+0.5589+0.48*0.4733+0.3317) = 1.2821m23kz-3体积 = 0.245m3体积 = 0.245m33kz-3体积 = (0.7*0.7)*1.5-(0.6046*0.7+0.0954*0.7) = 0.245m33kz-3模板面积 = 1.4m2模板面积 = 1.4m23kz-3模板面积 = (0.7+0.7)*2)*1.5-(0.6046)*2+(0.0954)*2+0.7*(1+0.44+0.56) = 1.4m22.3 构造柱计算式序号构件名称构件位置工程量计算式1gz-1体积 = 0.288m3体积 = 0.288m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1体积 = 1.5*(0.24*0.24)+0.0072-(0.24*0.24*1) = 0.036m31gz-1模板面积 = 2.88m2模板面积 = 2.88m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m21gz-1模板面积 = (0.24+0.24)*2)*1.5+(0.06*0.5)*4)-(0.24*1)*4)-0.24 = 0.36m23、工程清单量编制3.1 土建部分分部分项工程量清单计价表序号项目编码项目名称及特征描述计量单位工程量金 额(元)综合单价合价其中：暂估价 土建工程 1079443.84 1010101001001平整场地m2574.982.281309.8 2010101003001挖基槽土方m3516.758.924610.44 3010103001001基础土方回填m3288.8123.286724.65 4010103001002土方外运2kmm3273.52816.14403.53 5010301001001砖基础m312.95286.023704.02 6010302001001实心砖墙一砖墙m3773.52316.7244972.24 7010302001002实心砖墙半砖墙m316.24344.155589 8010306001001混凝土散水m254.88858.453208.15 9010306001002基础垫层c10砼m331.83331.4110548.72 10010401001001带形基础m3193.94334.8464938.68 11010402001001框架矩形柱 c30m359.76419.0825044.28 12010402001002构造柱 c25m349.85444.9222179.21 13010403002001框架梁 c30(一二层)m3100.13354.435485.77 14010403002002连系梁 c25(三到七层)m3103369.938099.49 15010403004001圈梁m326.29411.1310808.5 16010405003001现浇楼面板 c25m3273358.2397797.34 17010406001001直形楼梯 c25m2109.09110.2112022.81 18010405008001悬挑式阳台m317.03424.077221.91 19010405008003雨篷m31.2424.07508.88 20010410003001预制过梁c20制作安装灌缝m33.87575.772228.22 21010414002001混凝土压顶 （屋面女儿墙压顶线条）m37.16449.663219.54 22010405008002飘窗板m316.16424.076852.97 23010407001001小型构件 二、七层装饰腰线m35.42484.492625.91 24010416001001圆钢筋 直径6mmt8.0816393.5451666.19 25010416001002圆钢筋 直径8mmt11.4935726.9165819.38 26010416001005螺纹钢 直径12mmt20.2475389.86109128.58 27010416001006螺纹钢 直径14mmt0.9355248.054906.93 28010416001004螺纹钢 直径16mmt11.0535177.7157229.23 29010416001007螺纹钢 直径20mmt13.3555052.7967479.98 30010416001003螺纹钢 直径20mmt10.8455052.7954797.49 31010416001008柱钢筋连接 电渣压力焊接t7044.543195.46 32010702003001平屋面刚性防水 （屋面、一层顶）1.保护层:c30细石混凝土垫层，混凝土内配4钢筋中距150;2.防水层:高分子卷材防水;3.底层:1：8现浇水泥珍珠岩2%找坡;4.基层:1：2.5水泥砂浆找平;m2354.44109.2638725.41 33010703002001卫生间坑内防水1.底层:防水砂浆找平;2.涂膜厚度、遍数:聚氨酯1mm平立面;m2145.459.718681.69 34010414001001烟道m67.255.23709.44 合 计 1079443.84 分部分项工程量清单计价表序号项目编码项目名称及特征描述计量单位工程量金 额(元)综合单价合价其中：暂估价 土建工程 1079443.84 1010101001001平整场地m2574.982.281309.8 a1-31平整场地100m25.7498227.751309.54 2010101003001挖基槽土方m3516.758.924610.44 a1-7 r*1.35换挖沟槽 三类土 深度2m以内(人工*1.35)100m30.51683830.171979.43 a1-77 *1.62换液压挖掘机挖土 斗容量0.5m3 深2.5m以内 三类(单价*1.62)1000m30.46515656.352630.77 3010103001001基础土方回填m3288.8123.286724.65 a1-29回填土 夯填100m32.88812328.446724.77 4010103001002土方外运2kmm3273.52816.14403.53 a1-85 +a1-86换装载机、自卸车装运土方 松散土方运距1000m以内(实际运距2000m)松方1000m30.273516100.24403.4 5010301001001砖基础m312.95286.023704.02 a3-1换砖基础水泥砂浆(水泥32.5级)强度等级m5 换成 水泥砂浆(水泥32.5级)强度等级m1010m31.2952860.253704.03 6010302001001实心砖墙一砖墙m3773.52316.7244972.24 a3-10换混水砖墙 1砖混合砂浆(水泥32.5级)强度等级m2.5 换成 混合砂浆(水泥32.5级)强度等级m7.510m377.3523166.98244972.16 7010302001002实心砖墙半砖墙m316.24344.155589 a3-8换混水砖墙 1/2砖水泥砂浆(水泥32.5级)强度等级m5 换成 混合砂浆(水泥32.5级)强度等级m7.510m31.6243441.55588.99 8010306001001混凝土散水m254.88858.453208.15 ba3-1混凝土散水模板锯材,水泥砂浆1：1,水泥砂浆1：2,现浇及现场砼 砾石最大粒径40mmc15 水泥32.5级100m20.54895844.693208.15 9010306001002基础垫层c10砼m331.83331.4110548.72 a3-101 r*1.2换混凝土垫层现浇及现场砼 砾石最大粒径40mmc10 水泥32.5级(人工*1.2)10m33.1833314.0810548.72 10010401001001带形基础m3193.94334.8464938.68 a4-77换现浇砼 带型基础 混凝土现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级 换成 现浇及现场砼 砾石最大粒径40mmc25 水泥32.5级10m319.3943348.3964938.62 11010402001001框架矩形柱 c30m359.76419.0825044.28 a4-83换现浇砼 柱 矩形现浇及现场砼 砾石最大粒径40mmc25 水泥32.5级 换成现浇及现场砼 砾石最大粒径40mmc30水泥42.5级,水泥砂浆1：210m35.9764190.8125044.29 12010402001002构造柱 c25m349.85444.9222179.21 a4-85现浇砼 柱 构造柱10m34.9854449.1922179.19 13010403002001框架梁 c30(一二层)m3100.13354.435485.77 a4-88换现浇砼 单梁、连续梁现浇及现场砼砾石最大粒径40mmc25 水泥32.5级 换成 现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m310.0133543.9735485.75 14010403002002连系梁 c25(三到七层)m3103369.938099.49 a4-88现浇砼 单梁、连续梁10m310.33698.9838099.47 15010403004001圈梁m326.29411.1310808.5 a4-90换现浇砼 圈梁现浇及现场砼 砾石最大粒径40mmc25 水泥32.5级 换成 现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m32.6294111.2610808.51 16010405003001现浇楼面板 c25m3273358.2397797.34 a4-100换现浇砼 平板现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级 换成 现浇及现场砼 砾石最大粒径40mmc25 水泥32.5级10m327.33582.3297797.36 17010406001001直形楼梯 c25m2109.09110.2112022.81 a4-102换现浇砼 楼梯 直形现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级 换成 现浇及现场砼 砾石最大粒径40mmc25 水泥32.5级10m2投影面积10.9091102.112022.81 18010405008001悬挑式阳台m317.03424.077221.91 a4-104现浇砼 悬挑式阳台、雨蓬现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m31.7034240.77221.91 19010405008003雨篷m31.2424.07508.88 a4-104现浇砼 悬挑式阳台、雨蓬现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m30.124240.7508.88 20010410003001预制过梁c20制作安装灌缝m33.87575.772228.22 a4-121换预制砼 过梁 换成 预制砼 砾石最大粒径20mmc20 水泥32.5级,松木锯材10m30.38783715.591440.91 a6-51换梁安装 单体0.4m3以内 汽车式起重机松木锯材10m30.38891625.3632.08 a6-227构件接头灌缝 梁水泥砂浆1：210m30.387401.1155.23 21010414002001混凝土压顶 （屋面女儿墙压顶线条）m37.16449.663219.54 a4-112现浇砼 压顶现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m30.7164496.573219.54 22010405008002飘窗板m316.16424.076852.97 a4-104现浇砼 悬挑式阳台、雨蓬现浇及现场砼 砾石最大粒径40mmc20 水泥32.5级10m31.6164240.76852.97 23010407001001小型构件 二、七层装饰腰线m35.4